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15B-001 (3) Tor- '41 ----------------------- 4b Vi -74 7z i i I 0,, 9 �i —-- a � sr � s 1 S f Y i r u..w.. i a� � � 1 . � a I j t /171 1 41 vu NX AI -17 IT It { 1 , s ' y 3 :. . t Wb ' u � Wevpnmx, t i ry i i F. 4 r a f 3 z r , z a N. <, z , f i r f OR all rj 0:11-1 � t f f � a % r .ti a J ppp w at , `�' 1 d , v. � rwrx�vr•.r�wr .. � ,.,r i ,. p e n y .w d 1 F r s _ u i r r � » , e , i , d � , .r € t de _ z E f , , wa d .,_., � � j 1 C,} 1 k i . t ' __ .... t 1 � ' 1 i E r 44,4 .,a. In,pi '?: r r�" 1 t na.�Y+•n4sae.+Abm+*.+d+mnw,w�„of'w+.e..+nMVw.^n,p^,..m.....,+Tn t ; k w• , s ' r $ IT t if 1 31 IR rte � e , r t ' y j f k $ . .. _ f � t a �y d 1i titili � i{�" t 9 w f 34 i Vd d 4 a e 1f n i � b lo F7' Y JI r 4 ti t i 1f r t ` r r , r w r , fi n Y +anw+W.ar.nw+� Y' a , r. , c, i z , Aq Al vt hr t iiMr► cl 1—c36' ID ta vo y \9 >' � � •4, � ., '�.• "b�'�� fib^°"' � ��!". CS e r x f , h . , O i 4-4 � 4 cq IMP doom t � , ,r z I }. n� w t r ww..., f f yr i a L t r e ce ' QN I : 1 i \ i t r j t 1 3 1X t t 777' ,^ 'All VV l � A u y i ..� ir rz Lidool � M i -r 7 q i fi f/ .� t t Itltlt / q*q , , » t� a l iL s 1 fit. tt �`/a � �+� *l% y, ' ! 1 Ok Ld SO 1 p�p r � F i t i --4P r ,"� ft ss 6' F s . r f i F LL IT A _ f lyr , , , 9I r all TOR , yr r 0 y F Olp s 1 # ✓S °T c 1° f Q . r I t � a j Z qq Y .fie F 1 o , x i i I * �- lb i0o N" b. CO within 10' of bedroom doors, at each level,for every 1500 sqft, (plumbing code in the mechanical room) Except if there are no fossil burning fuels. c. Heat detector in attached garage, and other large unfinished unconditioned spaces. 40. Closets beneath stair which have doors must be drywalled with%2". 780 CMR R302.7 41. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of ceiling joist to bottom of rafters an attic access of minimum RO of 22" x 30" is required to be located in an accessible place. It must be insulated,gasketed, and secured in place. Relevant items must be submitted to the building department for approvals before inspections and or Certificates of Occupancy can be issued. Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday through Friday, 8:30 am to 4:30 pm,excepting we close for walk-ins at 12:00 noon on Wednesdays. My email address is: cmiller(a-northamptonma.gov Thank yo for your cooperation on these matters. Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement 25. Educate the plumber and electrician about maximum notch and hole sizes, and placement.780 CMR R502.8 and R602.6. In bearing studs holes not larger than 40%of a stud no closer than 5/8 to the edge, In interior non-bearing studs holes not larger than 60%of a stud no closer than 5/8 to the edge, or holes in joist are a maximum 1/3 the depth not closer than 2"from the top or bottom or to any other hole. Notches are different. 26. Drilling or notching of more than 50%of the wall plate width of an exterior wall or load bearing partition requires a 16 GA 1%2" strap across the area and 6" beyond each side with 8- 10nd nails. 780 CMR R602.6.1 27. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3' clearance from windows. 780 CMR M1502.3 28. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing.780 CMR M1502.4.3 29. Dryer duct maximum equivalent length is 25' less 5' per 900 elbow or per manufacturer's specs. 780 CMR M1502.4.4.1, no screwed connections. 30. Markup air is required for any exhaust hood of 400 CFM or more.780 CMR M1503.4 31. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work maintaining 1" clearance for 5'from the duct outlet for all fireplaces and airtight doors. 2009 IECC 402.4.3 32. Fire and draft stopping shall be completed before rough inspection.Typical locations,top (ceiling) and bottom (floor) plates, soffits, and every 10'within enclosed cavities. 780 CMR R302. 33. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 34. Dwelling/Garage fire separation.An attached garage (within 3'of main structure) is required to have%" drywall on the garage side of the separation wall and if there is a finished space above the garage all walls must have%2" drywall and the ceiling 5/8" drywall. 780 CMR R302.6 35. Energy aspects shall comply with the stretch energy code.780 CMR Appendix 115AA or 2009 IECC. a. An initial HERS evaluation is required including insulation levels anticipated. b. A final HERS evaluation confirming code requirements have been met including duct testing. c. A signed copy of the Thermal Bypass Checklist. d. Energy information including mechanical equipment posted on the electric panel. e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Windows and the Thermal Bypass Checklist. Duct blast testing when practicable. f. All band joist insulation must be enclosed within an air tight cavity, which you must create. 36. Vapor retarders. Although these are still in the code have exceptions, one must understand that there is a difference between a vapor retarder or barrier and an air barrier.An air barrier is intended to stop air flow(convection) a vapor retarder or barrier is intended to stop molecular moisture transfer(diffusion). A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has to be absolute and complete. If air can leak through an electrical device or through a crack it follows the path of least resistance and carries 99%of the moisture in a structure.This is evident every time one exposes fiberglass insulation and finds black insulation,which is dirt filter out of the air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 37. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 38. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:Thrul-oks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. 39. Smoke and CO detectors as required. 780 CMR R314 and R315. a. Smokes in each bedroom,within 10' of a bedroom door,and at the bottom of a stair leading to a finished floor above. are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is required with a load path to the foundation. 11. Steel straps over the ridge or 1x4 minimum collar ties are required 4'OC in the upper 1/3rd 780 CMR R802.3.1 12. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 13. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and number of jack studs required. 14. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. 1-joist and or Floor Truss c. Roof truss 15. All I-Joist need to be protected from fire with%drywall or 5/8 wood structural panel. (R501.3) 16. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall method being used. 780 CMR 602.10. a. Garage corners and large corner window/door layout may require special solutions. b. All corners must be appropriately attached to the foundation. c. When using PFH (R602.10.3.3)or PFG (R602.10.3.4)the nailing requirement is 4" and 3" respectively using 8d common nails or galvanized box nails. PNEUMATIC nails must be full headed with the temper and shank sizing meeting the strict code requirement. 17. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep perforate the sheathing weakening it and contribute to building damage in high wind events. 18. Ceiling heights minimum 7'for habitable spaces, 6'8"for bathrooms includes tub/shower area if a shower head is used, 6'8" for basements, 6'4" at beams/ducts.780 CMR R305.1. MA amended 19. Hazardous glazing locations, within 24" of a door, or within 60" of a stair, or across from hot tubs, spas, bathtubs within 60" if not 60" above the walking surface, and other locations.780 CMR R308.4 20. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4" sphere rule. Order restrictors. 780 CMR R612.2 21. Egress and emergency escape requirements shall be strictly met. a. Basements, habitable attics, and all sleeping rooms require emergency escape. 780 CMR R310 b. Windows within 44" of floor, DH 3.3 sqft min window size, Casement 20"x41" exception 5 sqft at 1"floor. Minimum clear opening 20"x24" or 24"x20". 780 CMR R310.1.1 c. Two doors remote as possible at the normal level of travel,opening measured from the face of the slab to the stop with door at 90 degrees,one 32" and one 28" minimum 78" high. 780 CMR R311.2 d. Landing at each door 36" out and the width of the door minimum 36", maximum step 7 V from the top of the threshold and only in-swinging doors. 780 CMR R311.3 22. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser 8%", maximum overall variance for the run is 3/8",4" sphere rule on risers except where the total rise is 30" or less 780 CMR R311.7.4.3 Exception,4 3/8"on balustrade, 6" in the triangle. Graspable rail 1%" minimum and 2" maximum rail, height minimum 34" maximum 38", required for 4 or more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. Rails must be continuous and returned to the wall if not to newel post. 780 CMR R311.7. 23. Guards 36" minimum height above walking surface, a bench is a walking surface, required for more than 30" above floor or grade within 36",4" sphere rule.780 CMR R312.1. 24. Floor joist systems that are not equal to 1%Z" nominal dimension must be covered with%2' drywall or 5/8" wood structural panel or equivalent with some exceptions.780 CMR R501.3 City of Northampton ..sir Massachusetts ff DEPARTMENT OF BUILDING INSPECTIONS ` * 212 Main Street • Municipal Building }� Northampton, MA 01060 INSPECTOR Ed Jazab May 19, 2014 9 Shepherds Hollow Leeds, MA 01053 Subject Location: 308 Chesterfield Road Map Block: 15B-001 Mr.Jazab, Your building permit application dated 12-30-2013 and plans dated 5-15-2014 have been approved as drawn and per this memo.All work must meet all applicable codes whether noted or not included within this memo. Please follow up on the following items: These items will need to be accomplished as the project moves forward and before rough inspections; 1. Smoke and CO detectors are required within 10' of the bedroom door. 2. Fireplaces require a dampened supply of makeup air and air tight glass doors 3. Each bedroom must have an emergency escape sized window. 4. The master bath window over the tub shows in elevation, but not in plan. 5. Collars ties must be in the upper 1/3`d of the rafters. 6. The closet under the stairs requires drywall finish. Note August 16th 2013 begins the newest energy code 2012 IECC with MA amendments with a concurrency period until July 1,2014 and an expectation of a new Stretch Code. As of August 4th 2011 the 8th Edition MA code is the 2009 IRC with MA amendments. In the following are some generic requirements which seem to be problematic. This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes. Read only international codes are available on line at.http://publicecodes.cyberregs.com/icod/one must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/bbrs . The current relevant building codes are: 2009 IBC, 2009 IEBC, 2009 IMC, 2009 IRC, 2009 or 2012 IECC,AA115, MA amendments. 1. Structures shall conform to 780 CMR 8th Edition 1 and 2 family building codes with MA amendments. 2. Grading plan for structures being constructed required. 780 CMR R401.3 for drainage requirements. 3. A basement drainage system is required in all basements 780 CMR R405.2.3. except those in group I soils(table R405.1) 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. 5. Through wall form ties must be removed from both faces and patched with hydraulic cement. 780 CMR R406.2 of amendments. 6. Foundation anchor bolts must be%2" and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 7. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions. 8. Emergency escape is required out of every basement whether habitable or not.780 CMR R310.1 9. Crawl spaces can be treated in three different ways,vented (poor idea), exhausted (similar to exhaust only systems), or treating the space with supply and return. See 780 CMR R408 10. Ceiling joist are intended to prevent spread, once raised above the wall plate they become rafters ties and may require up sizing of rafters and increased nailing for example with a 4" slope 8-16nd common 37. Smoke and CO detectors as required. 780 CMR R314 and R315. a. Smokes in each bedroom, within 10' of a bedroom door, and at the bottom of a stair leading to a finished floor above. C(',(-,1200* b. CO within 10' of bedroom doors, at each level,for ever 1500 sqf (plumbing code in the mechanical room) Except if there are no fossil burning fuels. c. Heat detector in attached garage, and other large unfinished unconditioned spaces. All will be shown on drawings. 38. Closets beneath stair which have doors must be drywalled with%2". 780 CMR R302.7 Done. 39. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of ceiling joist to bottom of rafters an attic access of minimum RO of 22" x 30" is required to be located in an accessible place. It must be insulated,gasketed, and secured in place. N/A Relevant items must be submitted to the building department for approvals before inspections and or Certificates of Occupancy can be issued. Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday through Friday, 8:30 am to 4:30 pm, excepting we close for walk-ins at 12:00 noon on Wednesdays. My email address is: cmiller(a-northamptonma.gov Thank you for your cooperation on these matters. Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement 25. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3' clearance from windows. 780 CMR M1502.3 26. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing. 780 CMR M1502.4.3 27. Dryer duct maximum equivalent length is 25' less 5' per 900 elbow or per manufacturer's specs.780 CMR M1502.4.4.1, no screwed connections. 28. Markup air is required for any exhaust hood of 400 CFM or more. 780 CMR M1503.4 II 29. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work maintaining 1" clearance for 5' from the duct outlet for all fireplaces and airtight doors. 2009 IECC 402.4.3 It 30. Fire and draft stopping shall be completed before rough inspection.Typical locations,top (ceiling) and bottom (floor) plates,soffits, and every 10'within enclosed cavities. 780 CMR R302. 31. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. All insulation will be covered by drywall. 32. Dwelling/Garage fire separation.An attached garage (within 3' of main structure) is required to have%" drywall on the garage side of the separation wall and if there is a finished space above the garage all walls must have%" drywall and the ceiling 5/8" drywall. 780 CMR R302.6 No finished space, will install drywall as required. 33. Energy aspects shall comply with the stretch energy code. 780 CMR Appendix 115AA or 2009 IECC. a. An initial HERS evaluation is required including insulation levels anticipated. b. A final HERS evaluation confirming code requirements have been met including duct testing. c. A signed copy of the Thermal Bypass Checklist. d. Energy information including mechanical equipment posted on the electric panel. e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Windows and the Thermal Bypass Checklist. Duct blast testing when practicable. f. All band joist insulation must be enclosed within an air tight cavity,which you must create. Contractor will comply. 34. Vapor retarders.Although these are still in the code have exceptions, one must understand that there is a difference between a vapor retarder or barrier and an air barrier. An air barrier is intended to stop air flow(convection) a vapor retarder or barrier is intended to stop molecular moisture transfer(diffusion). A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has to be absolute and complete. If air can leak through an electrical device or through a crack it follows the path of least resistance and carries 99%of the moisture in a structure.This is evident every time one exposes fiberglass insulation and finds black insulation, which is dirt filter out of the air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. It 35. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. it 36. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:ThruLoks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. i a. Garage corners and large corner window/door layout may require special solutions. b. All corners must be appropriately attached to the foundation. c. When using PFH (R602.10.3.3) or PFG (R602.10.3.4)the nailing requirement is 4" and 3" respectively using 8d common nails or galvanized box nails. PNEUMATIC nails must be full headed with the temper and shank sizing meeting the strict code requirement. Will comply. Shear panels shown on drawings 16. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep perforate the sheathing weakening it and contribute to building damage in high wind events. Will comply. 17. Ceiling heights minimum 7'for habitable spaces, 6'8"for bathrooms includes tub/shower area if a shower head is used, 6'8" for basements, 6'4" at beams/ducts.780 CMR R305.1. MA amended Done. 18. Hazardous glazing locations, within 24" of a door, or within 60" of a stair, or across from hot tubs, spas, bathtubs within 60" if not 60" above the walking surface, and other locations. 780 CMR R308.4 Will comply. 19. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4" sphere rule. Order restrictors. 780 CMR R612.2 Any such windows will have stops installed by manufacturer. 20. Egress and emergency escape requirements shall be strictly met. a. Basements, habitable attics, and all sleeping rooms require emergency escape. 780 CMR R310 b. Windows within 44" of floor, DH 3.3 sqft min window size, Casement 20"01" exception 5 sqft at 1st floor. Minimum clear opening 20"x24" or 24"x20". 780 CMR R310.1.1 c. Two doors remote as possible at the normal level of travel, opening measured from the face of the slab to the stop with door at 90 degrees, one 32" and one 28" minimum 78" high. 780 CMR R311.2 d. Landing at each door 36" out and the width of the door minimum 36", maximum step 7%"from the top of the threshold and only in-swinging doors. 780 CMR R311.3 All in compliance. 21. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser 8%", maximum overall variance for the run is 3/8",4" sphere rule on risers except where the total rise is 30" or less 780 CMR R311.7.4.3 Exception,4 3/8"on balustrade, 6" in the triangle. Graspable rail 1%" minimum and 2" maximum rail, height minimum 34" maximum 38", required for 4 or more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. Rails must be continuous and returned to the wall if not to newel post. 780 CMR R311.7. It 22. Guards 36" minimum height above walking surface, a bench is a walking surface, required for more than 30" above floor or grade within 36", 4" sphere rule. 780 CMR R312.1. If 23. Educate the plumber and electrician about maximum notch and hole sizes, and placement.780 CMR R502.8 and R602.6. In bearing studs holes not larger than 40%of a stud no closer than 5/8 to the edge, In interior non-bearing studs holes not larger than 60%of a stud no closer than 5/8 to the edge, or holes in joist are a maximum 1/3 the depth not closer than 2"from the top or bottom or to any other hole. Notches are different. Contractor will comply. 24. Drilling or notching of more than 50%of the wall plate width of an exterior wall or load bearing partition requires a 16 GA 1%:" strap across the area and 6" beyond each side with 8- 10nd nails. 780 CMR R602.6.1 If Read only international codes are available on line at.http://Publicecodes.cyberregs.com/icod/one must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/bbrs . The current relevant building codes are: 2009 IBC, 2009 IEBC, 2009 IMC, 2009 IRC, 2009 or 2012 IECC,AA115, MA amendments. 1. Structures shall conform to 780 CMR 8th Edition 1 and 2 family building codes with MA amendments. Understood. 2. Grading plan for structures being constructed required. 780 CMR R401.3 for drainage requirements. Plan is on file. 3. A basement drainage system is required in all basements 780 CMR R405.2.3. except those in group I soils(table R405.1) Will comply. 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. Will comply. 5. Through wall form ties must be removed from both faces and patched with hydraulic cement. 780 CMR R406.2 of amendments. Will comply. 6. Foundation anchor bolts must be %Z" and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 Will comply. 7. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions. N/A 8. Emergency escape is required out of every basement whether habitable or not. 780 CMR R310.1 Will comply. 9. Crawl spaces can be treated in three different ways,vented (poor idea), exhausted (similar to exhaust only systems), or treating the space with supply and return. See 780 CMR R408 No crawl spaces—full basement or slab on grade. 10. Ceiling joist are intended to prevent spread, once raised above the wall plate they become rafters ties and may require up sizing of rafters and increased nailing for example with a 4" slope 8-16nd common are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is required with a load path to the foundation. Will comply. 11. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1/3rd 780 CMR R802.3.1 " 12. Ridge boards must be the full depth of the cut. 780 CMR R802.3. It 13. A complete window and header schedule is required.780 CMR Table R502.5 for header sizing and number of jack studs required. Headers will all be built-up 2x12's. Jack studs will comply. Window and door schedule will be in drawings. 14. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I-joist and or Floor Truss c. Roof truss Will comply. 15. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall method being used. 780 CMR 602.10. City of Northampton v' Massachusetts �r ' DEPARTMENT OF BUILDING INSPECTIONS ✓ ?, 212 Main Street • Municipal Building ,4 Northampton, MA 01060 �dtp X Men ichner Residence IRQ Leeds-MW61053 Subject Location: 308 Chesterfield Road Map Block: 15B-001 Additional information is needed in order to process your building application dated 12-30-12. As All work must meet all applicable codes whether noted or not included within this memo. Please follow up with the following items: These items will need to be submitted and approved before review of the application can be completed; �Wal/ S1. Braced wall detailing for the garage door either by prescription of by stamped engineering.The 3 6ca � framing is a combination of post and beam and conventional and therefore requires a stamp from a �pp ai�rQg registered design professional. eel / er Columns and braces that seem to be post and beam construction are not structural. They are (�Ib� " applied to the 2x6 stud construction behind them. 2. Adjustable steel columns shown in the basement are not acceptable.They must also be sized for the appropriate loading. Drawings have been revised. 3. All load paths must be continuous toXappropriate bearing. There are partition walls on Section Dwg A-6, which are non-load bearing. 4. Some of the 2 x12 joist shown will not meet prescriptive span requirements. Loading on the joist from above must be considered. With long spans the allowable defection may not be acceptable to typical owners. For instance a 2 x 12 with an 18' span at L/360 allows for 5/8" deflection, but may not give the desired stiffness. No span is beyond 16'-0". All joists will have cross bracing. 5. Fireplaces require outdoor combustion air and sealed doors. Fireplaces are not recommended in tight houses and often have issues operating.The draw on a fireplace can be 75,000 cubic feet per hour which would likely require an open window to offset the vacuum created. Allowance has been made in basement plan for exterior make-up air. 6. Ceiling joist or rafter ties are typically needed to prevent spread unless a structural ridge exists. Collar ties or straps over the ridge are required for uplift independent of the ceiling joist. Collar ties have been added to the drawings. 7. An initial HERS rating is required for issuing the permit. HERS report will be attached. 8. Smoke,CO and heat detectors must be provided throughout the structure. Note that because of the size per floor an additional CO will be needed at each level. One per 1200 SQFT or part there of. Shown on drawings. Note August 16th 2013 begins the newest energy code 2012 IECC with MA amendments with a concurrency period until July 1, 2014 and an expectation that a new Stretch Code will be forth coming. As of August 4th 2011 the 81h Edition MA code is the 2009 IRC with MA amendments. in the following are some generic requirements which seem to be problematic. This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes. C O d � �O co 10 r r N d a r N M sn Ok N V N N U1, M N 4�1 in in in m q C r N C C 4 41 43 IN a _a n. W 1O N an ro On CL N a U A .� r c C OA ro �. > v A E $ o u w 0. v xa v v e .. s c '� E v �; o r 0 ro w` t0 u t� n' 0 O > OO v 8 c (� •� t4� c °C � M v L ro ` g. N Q cV6 H •vi O A A lJ • �c-- w 4i g 0 •�.. E v o > o� 3 Lo u >. o c te Z S m a w M o o c c c � w O � Coo v) III N W y a C V O O U) c N co 4! _ w�,, 7 � C C O rC to •!�� t0 J d W = � r w 3 V Ott. E Ol ■ J 9 o V a 40 r u p N v e u ' h O +C' E h w IE u u u v Rf N g? o r a w in g =° y�R " 4+ ro ? 2 0 V11� O +� c O to �{ qy u W u c t7 vp1 H ti- p p g W in r '� �' C M t prp in o� O i� O O .o N M ad �j �}' M r r Ill �p tv N N O O X v Q 0 0 1n M m v' U. W U r W 2 � � Z a a � LL. ap 00 to O W °° =vtea %c v v c = u E ° o s 0 s u Q 'C o w 0 o a ' c _ 0 u c to un .8 C o• 0 O ' L o a Planning - Decision City of Northampton Hearing No.: PLN-2013-0019 Date: December 14, 2012 Francis Johnson votes to Grant MOTION MADE BY: SECONDED BY: VOTE COUNT: DECISION: Debin Bruce Francis Johnson 8 Approved with Conditions MINUTES OF MEETING: Available in the Office of Planning&Development. 1,Carolyn Misch,as agent to the Planning Board,certify that this is a true and accurate decision made by the Planning Board and certify that a copy of this and all plans have been filed with the Board and the City Clerk on the date shown above. I certify that a copy of this de 'Sion has been mailed to the Owner and Applicant. Notice of Appeal An appeal from the decision of the Planning Board may be made by any person aggrieved pursuant to MGL Chapt.40A, Section 17 as amended within twenty(20)days after the date of the filing of the notice of the decision with the City Clerk. The date is listed above. Such appeal may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of the City of Northampton. January 4, 2013 I, Wendy Mazza, City Clerk of the City of Northampton, hereby certify that the above Decision of the Northampton Planning Board was filed in the Office of the City Clerk on December 14, 2012, that twenty days have elapsed since such filing and that no appeal has been filed in this matter. Attest City C1 City of Northampton GeoTMSO2012 Des Lauriers Municipal Solutions,Inc. _. HAI PSHIR.E, . � , REGISTER ATTEST: 11TARi 1LBERDi Cx Planning-Decision City of Northampton Hearing No.: PLN-2013-0019 Date: December 14, 2012 APPLICATION TYPE: SUBMISSION DATE: PB Intermediate Site Plan 1012312012 Applicant's Name. Owner's N ame. Illillllillllllllllllll I II 111111 IIIiI 11111 11111 illl I IIIIIIIIIIIIIIIIIIIIIII NAME: NAME: 2013 00031394 Patrick Melnik,Jr. MELNIK ALICE E B k: 11557Pg:77 Page: 1 of 2 ADDRESS: ADDRESS: Recorded: 12130/2013 02:19 PM 46 Chestnut St 311 CHESTERFIELD RD TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: LEEDS ML_j 01053 LEEDS MA 01053 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: EMAIL ADDRESS: EMAIL ADDRESS: Site Information: Surveyor's Name: STREET NO.: SITE ZONING: COMPANY NAME: CHESTERFIELD RD RR(100)1 TOWN: ACTION TAKEN: ADDRESS: LEEDS MA 01053 Approved With Conditions MAP: BLOCK: I LOT: MAP DATE: SECTION OF BYLAW: 15B 001 001 Chpt.350-11:Site Plan Approval TOWN: STATE: ZIP CODE: Book: Page: 2654 143 PHONE NO.: FAX NO.: EMAIL ADDRESS: NATURE OF PROPOSED WORK: Create residential driveway access from other than the frontage,crossing abutter's parcel. HARDSHIP: CONDITION OF APPROVAL: 1) Prior to issuance of a building permit for the site,the applicant show proof of recording easements for the driveway and maintenance born by the applicant. 2. This driveway shall be the only driveway access from Chesterfield Road to this lot FINDINGS: The Planning Board voted to approve the site plan for the driveway access crossing the abutters parcel from Chesterfield Road based on the plans sumbitted with the application The Board approved the plans with conditions after determining that the criteria for crossing a private driveway across abutting parcels had been met. COULD NOT DEROGATE BECAUSE: FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 1112212012 121612012 1212712012 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: 1112912012 1212712012 12/13/2012 1212712012 11312013 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE DECISION DATE: 1112912012 1211312012 1211312012 1211412012 SECOND ADVERTISING DATE: HEARING TIME: VOTING DEADLINE: DECISION DEADLINE: 12/6/2012 8:00 PM 311312013 311312013 MEMBERS PRESENT: VOTE: John Lutz votes to Grant Karla Youngblood votes to Grant Debin Bruce votes to Grant Ann DeWitt Brooks votes to Grant 4 Stephen Gilson votes to Grant Jennifer Dieringer votes to Grant Mark Sullivan votes to Grant --- GeoTMSO 2012 Des Lauriers Municipal Solutions,Inc. File#MP-2013-0045 APPLICANT/CONTACT PERSON MELNIK PATRICK J JR ADDRESS/PHONE 46 CHESTNUT AVE (413)584-6750 Q PROPERTY LOCATION CHESTERFIELD RD MAP 15B PARCEL 001 001 ZONE RR(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building,Permit Filled out Fee Paid Typeof Construction: ZPA-UPGRADE DRIVEWAYFOR ACCESS TO HOUSE SITE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included• Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION 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. Bk: 10732 Pg: 183 agreement must be recorded prior to the issuance of a Certificate of Compliance. The Commission shall be notified annually of cleaning activity. 35. A stormwater permit from the Northampton DPW for the full driveway,to the house location,must be received prior to construction. 36. The area between the driveway and stream shall be maintained as a permanent,natural vegetated buffer. It shall be maintained in its pre-construction state,and shall not be mown or planted with grass. 37. Boulders at least 3 feet in diameter shall be placed every 20 feet between the driveway and wetlands. 38. Any future project to cross wetlands to gain access to certain portions of the property will not be qualified as a limited project roadway under 310 CMR 10.53(3)(e). 39. The driveway shall not be paved. 40. Salt and other deicing agents shall not be used. 41. The driveway shall be graded so that runoff is directed away from the wetland a'!'TWr NANUMPOSIMMI P.P Bk: 10732 Pg: 194 28. 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 biodegradable materials. 29. All disturbed areas shall be graded, loomed and seeded,or stabilized with erosion control blankets or netting, and a covering of straw mulch prior to November 30,of each year. No disturbed areas or stockpiled materials will be left unprotected or without erosion control after this date. 30. No disposal of soils or other materials shall be allowed within: a 100-year 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 310 CMR 1 0.00,and City of Northampton Ordinances-Chapter 337 31. Ongoing conditions that shall not expire with the issuance of a Certificate of Compliance are as follows: 33,34, 36, 38, 39,40 32. 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 from 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. 33. The owner of the property described in this Order must advise any potential buyer of the property that any construction 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. 34. The culvert and level lip spreader must be inspected and cleaned annually. Plans for cleaning and reporting must be included in the stormwater O&M agreement. The O&M Bk: 10732 Pg: 193 "ATTACHMENT A" 20. Prior to the initiation of any work,the applicant/owner shall submit a letter of understanding to the Commission stating that he/she has received,read,understands and shall comply with these Orders. The applicant,and,his or her contractor, foreman and/or construction manager shall sign the letter of understanding. 21. Prior to the initiation of any work,the applicant shall submit to the Commission a sequencing plan for construction,and erosion and sedimentation control installation. 22. Prior to the start of any site work,excavation or construction, a pre-construction conference shall be held on the site,between the contractor conducting the work,the site/project engineer,the applicant,and a member or agent of the 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. 23. All required permits must be obtained from federal, state and municipal agencies and departments prior to the start of any project. 24. 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. 25. 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. 26. 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. 27. 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. ........ ._.._.... Bk: 10732 Pg: 192 CHESTERp IELD ROAD M , t .t t IA AAAa • °" a � a+ �r k Bk; 10732 Pg; 191 Massachusetts Department of Environmental Protection ded by MassDeP. Bureau of Resource Protection -Wetlands WPA Form 5 — Order of Conditions �Rg0, Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 nsackion#� C' own E. Signatures This Order is valid for three years,unless otherwise specified as a special 6 t condition pursuant to General Conditions A,from the date of issuance. I.Dal Issuance Please indicate the number of members who will sign this form. This Order must be signed by a majority of the Conservation Commission. z,Number 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 delivered at the same time to appropriate Department of Environmental Protection Regional Office,if not filing eledr I ,and the property owner,if different from applicant. Signatu�. ❑ by hand delivery on by certified mail, return receipt Date Date uees��on , 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 helshe 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 dose of the public hearing, requesting a Superseding Order, or providing written information to the Department prior to issuance of a Superseding Order, 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. wpotom-6 doc•m.12123= Pape 11 d 12 Bk: 10732 Pg: 190 Massachusetts Department of Environmental Protection Provided by MtassDEP: Bureau of Resource Protection-Wetlands MassDEPFlk#146-0655 WPA Form 5-Order of Conditions eDEP Transaction#:42MB2 Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 City/Town:NORTHAMPTON MassDEP Stormwatcr Handbook,Volume 3,Chapter 1,Low Impact Development Site Design Credits)shall not be altered without the prior written appr+aval of the issuing authority. A Access for mairwmcc,repair,andfor replacement ofBMPs shall not be withheld.Any fencing constructed around stomtwater BMPs shall include access gates and shall be at least six inches above grade to allow for wildlife passage. Special Conditions: D. Findings Under Municipal 'Wetlands Bylaw or Ordinance L Is a municipal wetlands bylaw or ordinance applicable?F Yes r No 2. The g0 ation Co; n here Acheck=that anolies)' a I— DENIES the proposed work which cannot be conditioned to meet the standards set forth in a municipal ordaurnce or bylaw TecificallY° 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 arc adequate to meet these standards,and a final Order or Conditions is issued Which am necessary in comply with a municipal ordinance or bylaw: b_ I+ APPROVES the proposed work,subject to the following additional conditions. NORTHAMPTON CHAPTER 337 OF THE 1_Municipal Ordinance or Bylaw WETLANDS 2.Citation GENERAL CODE ORDINANCE 3. The Commission orders that all work shall be performed in accordance with the following conditions and with the Notice of Intent referenced above.To the extent drat 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: FINDING UNDER THE NORTHAMPTON WETLANDS ORDINANCE.THE COMMISSION FINDS THAT THE PROPOSED PROJECT IS A?LVATIED PROJECT?AS DEFINED IN 310 CUR 10.53(3)(E),?REASONABLE ALTERNATIVE MEANS OF ACCESS FROM A PUBLIC WAY TO AN UPLAND AREA OF THE SAME OWNER IS UNAVAILABLE.?ALTERATION WITHIN THE PROTECTED ZONE IS PERMITTED PURSUANT TO SECTION 337- 10 E(2)C OF THE NORTHAMPTON WETLANDS ORDINANCE.PLEASE SEE ATTACIRAF-VT A FOR CONDITIONS Page 7 of 9*ELECTRONIC COPY Bk: 10732 Pg: 189 LiMassachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands M=DEP Fite#:246-0655 WPA Form 5-Order of Conditions eDa'Transaction#:42t16a2 e Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 Cityfrown:NORTHAMPTON ProfesmW Engineer provides a Certification that:i.all construction period BMPs have been removed or will be removed by a date certain specified in the Certification,For any construction period BMPs intended to be conversed to post construction operation for stormwater attenuation,recharge,and/or ovatmem the conversion is allowed by the MassDEP Stormwater Handbook BMP specifications and that the BMP has been properly cleaned or prepared for post construction operation, including removal of all construction period sodiment trapped m inlet and outlet control structures;it..as-buflt final liar BMP plans are included,signed and stamped by a Registered Professional Engineer,certifying the site is fully stabilized;iii any illicit discharges to the stormwater management system have been removed,as per the r eWirements of Stomzw-&a Standard 10;iv.all post-cosbucfim sk mwater BMPs are installed in accordance with the plans(including all planting plans)approved by the issuing authority,and have been inspected to ensure that they are not damaged and that they are in proper working condition;v.any vegetation associated with post-construction BMPs is suitably established to withstand erosion c) The landowner is responsible for BMP maintenance until the issuing authority is notified that anodes party has legally asstened responsibility for BMP maintenance.Prior to requesting a Certificate of Compliance,or Partial Certificate of Canpliancc,the responsible party(defined in General Condition 19(e))shall execaroe and submit to the issuing audwity an Operation and Maintenance Compliance Statement("O&M Statement")for the Stormwater BMPs identifying the party responsible for implementing the stormwater BMP Operation and ivy Plan("O&M Plan")and citifying the following:i.)the O&M Plan is complete and will be implemented upon receipt of the Certificate of Compliance,and ii.)the future responsible parties shall be notified in writing of their ongoing legal responsibility to operate and maintain the stormwater management BMPs and implement the Stormwatcr Pollution Prevention Man. d) Past-ccurrstruction pollution prevention and source control shall be implemented in accordance with the long-term pothmort prevention plan section of the approved Stormwater Report and,if applicable,the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Multi-Sector General Permit c) Unless and until another party accepts responsibility,the landowner,or owner ofany drainage easement,assumes responsibility for rttairrtairtirig each BMP.To overcome this prtsamnption,the landowner of the property must sutntr»t to the issuing authority a legally binding agreement of record,acceptable to the issuing authority,evidencing that another entity has accepted rmponsibilty for maintaining the BMP,and that the proposed responsible party shall be treated as a permittee for purposes of irnpleerricrrting the requirements of Conditions 19(f)through 19(k)with respect to flat BMP.Any failure of the proposed responsible parry to implement the requirements of Conditions 19(f)through 19(k)with respect to that BMP shalt be a violation of the Order of Conditions or Certificate of Compliance.In the case of stonnwata 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 gnats the responsible party access tb perform the required operation and maintenance must be submitted along with the legally binding agreement. The responsible party shall operate and maintain all storrnwata BMPs in accordance with the design plans,the O&M Pleat, and the requirements of the Massachusetts Stormwata Handbook. g) The responsible party shall: 1.Maintain an operation and maintenance log for the last three(3)consecutive calendar years of inspections,repairs, maintenance and/or replacement of the stormwater management system or any part thereof,and disposal(for disposal the log stall indieruc the type of material and the disposal location); 2.Make the maintenance log available to MassDEP and the Conservation Commission("Comrniss a=)upon request;and 3.Allow members and agents of the MassDEP anal the Commission to enter and inspect the site to evaluate and ensure that the responsible party is in compliance with the requirements for each BMP established in die O&M Plan approved by the issuing authority. h) All sediment or other contaminants removed from stormwater BSIN shall be disposed of in accordance with all applicable federal,state,and local laws and regulations. i) Illicit discharges to the stormwata management system as defined in 310 CMR 10.04 are prohibited. j) The stormwater management system approved in the Order of Conditions shall not be changed without the prior written approval of the issuing authority. k) Areas designated as qualifying pervious areas for the purpose of the Low impact Site Design Credit(as defused in the Page 6 of 9*ELECTRONIC COPY Bk: 10732 Pg: 188 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP Fite#:246-0655 WPA Form 3-order of Conditions eDEP Transaction#:428682 Massachusetts Wetlands Protection Act M.G.L.c, 131,§40 CitytTown:NORTNAMPTON but not limited to lumber,bricks,plaster,win:,lath,paper,cardboard,pipe,tiros,ashes,refries,motor vehicles,or parts of any of thc foregoing, 8.. This Order is not final until all administrative appeal periods from this Order have elapsed,or if such an appeal has been taken, uctiI all proceedings before the Department have been completed. 9. No work shalt 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 laurel 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 Catificate of Title of the owner of the land upon which the proposed work is done.The recording information shall be submitted to the 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. 10. 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 Envirnnmentai Protection" [or'MassDEP"] File Number:*246-0655" 11. 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 Mass DEP. 12. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 13. The work shall conform to the plans and special conditions referenced in this order. 14. Any change to the plans identified in Condition#13 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent 15, The Agent or members ofthe 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 disc evaluation. 16. 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. 17. 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 worst 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. 18. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been filly stabilized with vegetatirnt or other means.At no time shall sediments be deposited in a wedand or water body.During construction,the applicant or hLVIhei 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 C nervation 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. NOTICE OF STORMWATER CONTROL AND MAINTENANCE REQUIREMENTS 19. The work associated with this Order(the"Project")is(1) r is not(2)P subject to the Massachusetts Stormwater Standards. If the words is subject to Stotmwater Standards,then the project is subject to the following conditions, a) All work,including site preparation,land disturbance,construction and redevelopment,shall be implemented in accordance with the construction period pollution prevention and erosion and sedimentation control plan and,if applicable,the Stormwater Pollution Prevention Plan required by the National Pollutant Discharge Elimination System Construction General Permit as required by Stormwater Standard 8.Construction period erosion,sedimentation and pollution control measures and test management practices(BMPs)shall remain in place until the site is fully stabilized. b) No stormwatcr runoff may be discharged to the post-construction stotmwater BMPs unless and until a Registered Page 5 of 9'ELECTRONIC COPY Bk: 10732 Pg: 187 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:246-0655 { WPA Form S-Order of Conditions eDEP Transaction#:425682 ` Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 Cityfrown:NORTUMIPTON a.square feet b.square feet c.rly dredged d.cly dredged 19.r Land Containing shellfish a square feet b.square feet c.square feet d.square feet Indicate size under Coastal Banks,inland Bank,Land Under the 20.r Fish Runs Ocean,and/or inland Land Under Watabodi cs and Waterways, above c.c/y dredged d.c/y dredged 21.r Land Subject to Coastal Storm Flowage a.square feet b.square feet 22. r Restoration/Enhancement(For Approvals Only) If the project is for the purpose of restoring or enhancing a wetland resource area in addition to the square footage that has been entered in Section B.S.c&d or B.17.c&d above,please entered the additional amount here. a square fact of BV W b.square feet of Sak Marsh 23. r Streams Crossing(s) If the project involves Stream Crossings,please enter the number of new stream crossft4s1number of repta+cer ent stream crossings. a tnunber of new stream.crossings b.number of replacement stream crossings C. General Conditions Under Massachusetts Wetlands Protection Act The following conditions are only applicable to Approved projects 1. Faire to comply with all conditions stated herein,and with all retorted 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 ofprivate 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 fmm 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,Rom the date of issuance.if this Order is intended to be valid for more than three years,the o=sion 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. If this Order constitutes an Amended Order of Conditions,this Amended Order of Conditions does not exceed the issuance date of the original Final Order of Conditions. 7. Any fill used in connection with this project shall be clean fill.Any fall shall contain no trash,refuse,rubbish,or debris,including Page 4 of 9'ELECTRONIC COPY Bk: 10732 Pg: 186 Massachusetts Department of Environmental Protection Provided by MessDM Bureau of Resource Protection-Wetlands MAUDE'Fik#:246-0655 r WPA Form 5-Order of Conditions cDEP Transaction#:428682 ` Massachusetts Wetlands Protection Act M.G,I..c.131,§40 CkyiTown:NORTIIAMMN b. r Land ureter Watabodics and waterways a.square feet b.square feet c.square feat d.square feet e.cly dredged f.cJy dredged 7.r Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g,cubic feet h.cubic feet 8.r Isolated Land Subject to Flooding a.square feet b.square fed Cubic Feet Flood Storage c.cubic fed d,cubic fat e,cubic feet f cubic feet 9.r Riverti,xt Area a total sq.feet b,total sq.feet Sq ft within 100 ft c.square fat d.square feet e.square fat f.square feet Sq ft between 100-200 ft g.square fed h.square fed L square fed j.square fat Coastal Resource Area Impacts: Resource Area Proposed Permitted Proposed Permitted Anion Alteration Replacement Replacement 10.r Designated Port Areas Indicate size under Land Under the Ocean,below 11.r Land Under the Ocean a.square fed b.square fat c.c/y dredged d.cJy dredged 12.r Barrier Beaches Indicate size under Coastal Beaches an&or Coastal Danes below 13.r Coastal Beaches a square fed b.square feet c.cly naurishment d.cly nowishtnent 14.r Coastal Dunes a square fed b.square fat c.cly noun Wmwnt d.cly nocuishrnent 15.r Coastal Banks a.tierce fat b,linear feet 16.r Rocky Intertidal Shores a.square fat b.square feet 17.r Salt Marshes a.square fed b.square fed c.square feet d.square fat is.r Land Under Salt Ponds Page 3 of 9 "ELECTRONIC COPY Bk: 10732 Pg: 185 Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP Pile#:246-0655 WPA Form 5-Order of Conditions eDEP Trion#:428682 t Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 CityfTownNORTHAMPTON CULVERT DETAIL, BERKSHIRE DESIGN august 12,2011 ]*=IV SHEET SK-1.0 GROUP B. Findings l.Findings pursuant to the Massachusetts Wetlands Protection Act Following the review of the 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. Chc&all that apply: a. F Public Water Supply b. l— Land Containing Shellfish c.r Prevention of Pollution d. r Private Water Supply a I— Fisheries t r Protection of Wildlife Habitat g, F Ground water Supply h. or Storm Damage Prevention L P- Flood Control 2,Commission ion hereby finds the project,as proposed,is: Approval subject to: a r-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 of intent referenced above,the following General Conditions,and any other special conditions attached to this Order.To the extent dug 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.r The proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations.'There€ore, 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 interests of the Act.and a final Order of Conditions is issued A description of the performance standards which the proposed work cannot meet b attached to this Order. c.r The information submitted by the applicant is not sufficient to describe the site,the work or the effect of the wok 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 prow the interests of the Act,and a fatal Onda 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(6ft 3.r- Buffer Zone Impacts:Shortm distance between limit of project disturbance and the wetland resource area specified in 310CMR10.02(1)(a). a dir>ear fed Inland Resource Area Impacts:(For Approvals Only): Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 4. r Bank a linear feet b.linear feet c.linear fed d linear fed 5.r Borderitig Vegetated Wetland 13 13 0 0 a square feet b.square feet c.square feet d,square feet Page 2 of 9*ELECTRONIC COPY i Bk: 10732 Pg: 184 W 10732PS:184 Page:1 of 12 R000rded: 11/29/2011 10:47 AM Massachusetts Department of Environmental Protection Provided by MassDEP: Bureau of Resource Protection-Wetlands MassDEP File#:246-0655 WPA Form 5-Order of Conditions moo'Transaction#:428W t Massachusetts Wetlands Protection Act M.G.L.c. 131,§40 City/Town-NORTHAMPTON A. General Information 1.Conservation Commission NORTHAMPTON 2.Issuance a. F OOC b.r Amended OOC 3.Applicant Details a.First Name PATRICK b.Last Name MELNIK c.won d.Mailing Address 110 KING STREET,-#l e.City/rown NORTHAMPTON f.State MA g.Zip Code 01060 4.Property Owner a.First Name PATRICK b.Last Name MELtv'IK Q Organization d.Mailing Address 110 KING STREET.-#I C.City/Town NORTHAMPTON f.State MA S.Zip Cosh 01060 5.Project Location a.StreeatAddress CHESTERFIELD ROAD b.City/rown NORTHAMPTON c.Zip Code 01060 d.Assessors Map/Plat# 1513 e.Parcci/Lot# 001 f.Latitude 42.34234N g Longitude 72.706404W 6.Property recorded at the Registry of Deed for a.County b.Certificate e.Book d.Page HAMPSHIRE 1681 102 7.Dates a.Date NOI Filed:7/15/2011 b.Date Public Hearing Closed: 1011312011 c.Date Of Issuarwc: 10/28/2011 8.Final Approved Plans and Other Documents a.Plan Tide: b Plan Prepared by: c.Plan Signed/Stamped by: d.Revised Heal Bate: e.Scale: RESIDENTIAL DRIVEWAY, BERKSHIRE DESIGN CHESTERFIELD GROUP Jute 13,2011 VARIED ROAD,SHEETS L I- L4 Page I of 9 ELECTRONIC COPY Commonwealth of Massachusetts City/Town of Florence Number —�- — Application for Disposal System Construction Permit Fee Form 1A B. Agreement The undersigned agrees to ensure the construction and maintenance of the aforedescribed on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ; 1 Signatu Dade Apia n Approve By; Name Dat Application Disapproved for the following reasons: 5 NORTHAMPTON BOARD OF HEALTH 212 MAIN STREET NORTHAMPTON, NIA 01060 t5form Ia.doc•06103 Application for Disposal System Construction Permit•Page 3 of 3 0 0 $ � �Iassael�useffs - DEPARTMENT OF BUILDIA INSPECTIONS JNSPECTOR 212 M�un Street • -Municipal Building Northamptan,MA 01060 LOCATION D SQUARE FOOTAGE AMOUNT 7 ,Z` . 3 S� BASEMENT @ :20 ISr FLOOR @.50 n //11 2ND FLR @ 30. �� p�. _ [ V FLOORS, FINISH ATTIC,GARAGE g.20 DECK/PORCHES @ .20 TOTAL. 8. Prior to issuance of any certificate of occupancy,the driveway and the drainage system shall be constructed as proposed and conditioned by this permit, and all land adjacent to the driveway shall be stabilized and vegetation established. 9. The applicant shall notify the Northampton Conservation Commission of all changes to the approved plans within resource areas and buffer zones. Signature of City Engineer Date cc. Plaiming Board c/o Office of Planning and Development Building Department Conservation Commission c/o Office of Planning and Development WStormwater Management Permits`,I Stormwater Permits InternalTermlits_71ew applications\Chesterfield Rd_308_Melnik`•.303 Chesterfield Road_Pennit.docx Page 4 of 4 driveway, The DPW can provide additional guidance on required revisions to the maintenance schedule. The final agreement shall be approved by the Northampton DPW and signed by the owner and the Mayor of Northampton. The final agreement shall be recorded at the Registry of Deeds at the owner's expense. Section 28 1-8 of the Northampton Stormwater Management Ordinance provides additional guidance for the requirements of this agreement. 2. This project will be required to submit one or more Notice of Intent (NOI) to the U.S. EPA for coverage under the NPDES Stormwater Construction General Permit. A copy of the final NOI and Stonnwater PollulioiLP..r vvention Plan S( WPPP) shall be submitted to the Northampton DPW for affp�oval prior to the start of co—n-sTrinetten and prior to issuance of a building permit. The SWPPP for the project must include sediment and erosion control to keep sediment out of the infiltration systems during all phases of construction including construction of individual houses. 3. The proposed stormwater management system is designed to mitigate peak stormwater flows. If, after construction of the proposed system, the system is found to increase stonnwater flows to adjacent properties or to the municipal storm drain system, the owner shall redesign and reconstruct the drainage system to prevent any increased stormwater flows to adjacent properties or the municipal storm drain system. 4. All detention basins, outlets, vegetated swales, level-lip spreaders and other non-piped components of the proposed stormwater system shall be constructed as proposed and stabilized as soon as possible during construction of the driveway and preferably prior to receiving drainage flows from the proposed development. Additional erosion arid sediment control structures may be required during construction. No construction phase stormwater flows shall be discharged to the infiltration basin. 5. The Site Plans specify the area that will be cleared and the area of proposed impervious surface and gravel driveway. Any expansion of the cleared area beyond that specified on the plan or increase in the area of the driveway, house, or any impervious surface as specified on the approved plans shall require approval by the DPW and may require an amendment to this Stormwater Management Permit or a new Stormwater Management Permit. 6. The lower section of the drivewav at Chesterfield Road shall be graded so that runoff from the driveway will sheet flow off the roadway to the drainage ditch and not to Chesterfield Road. 7. The driveway has been specified as 10 foot wide with a 3 inch trap rock gravel surface and a 12 inch compacted gravel base. Any change of the surface or grading of the driveway from the approved plans shall require an amendment to this Stormwater Management Permit. MAStormwater Management Perntitsll stormwater Permits IntentatlPcrmits_new applications\Chesterfield Rd_308_Melnik1308 Chesterfield Road Permit.doc.x Page 3 of 4 6/15/2012 and Drainage Calculations and other information revised 8/17/2012), stamped by Mark B. Darnold, P.E., The Berkshire Design Group, Inc. c. Massachusetts Department of Environmental Protection Checklist for Stormwater Report, dated 3/12/2012, stamped by Mark B. Darnold, P.E., The Berkshire Design Group, Inc. 2. The Northampton Department of Public Works (DPW) or its authorized representative shall be provided access to the property to conduct inspections before,during, and after construction activities as necessary. The applicant shall arrange with the DPW to schedule the following inspections: Initial Inspection, Erosion Control Inspection,Bury Inspection,and Final Inspection. The DPW may also conduct random inspections to ensure effective control of erosion and sedimentation during all phases of construction. 3. At the completion of the work, including construction of stormwater management facilities and landscaping, the applicant shall submit to the DPW as-built plans stamped by a professional engineer of record in the Commonwealth of Massachusetts and a statement from a professional engineer of record in the Commonwealth of Massachusetts certifying that the materials and construction of the stormwater management system was constructed in accordance with the approved plans and will function as designed. All changes to the approved stormwater facilities shall be documented by a professional engineer of record in the Commonwealth of Massachusetts and approved by the DPW prior to submission of as-built plans and the certification statement described above. 4. Annual Reports that are stamped by a Registered Professional Engineer documenting the actions completed as required by the Operation, Maintenance and Inspection Agreement shall be submitted to the Northampton Department of Public Works by October 1St of each year(see Specific Condition 1 below). 5. If construction of the proposed stormwater system has not started within five years of the issue date of this permit, then the permit will expire and a new permit "ill be required. Construction is defined as clearing, grading, excavation, filling, and installation of drainage structures on the lots specified in this permit. Specific Permit Conditions: 1. Prior to issuance of a Building Permit, the applicant shall record an executed Stormwater Operation, Maintenance, and Inspection Agreement that is binding on all subsequent owners of land served by the private stormwater management facility by recording it in the land records of the Registry of Deeds. The maintenance schedule and responsibility for maintenance of all components of the proposed stormwater management system must be adequately specified in Attachment A to this Agreement. The draft Proposed Stormwater Management System Operation & Maintenance Plan for Post-Construction submitted as part of the Stormwater Drainage Report dated March 12, 2012 must be revised to the satisfaction of the Northampton DPW including but not limited to inspection and maintenance schedules for: the level lip spreaders, the outlet control structures, the driveway culvert, the infiltration basin, and control of erosion of the gravel WStotmwater Nfanagement Permits\] Stormwater Permits Internal\Permits_new applications\Cheste.rfield Rd_308_v1e1nik\303 Chesterfield Road_Pennit.docx Page 2 of 4 STORIVIWATER MANAGEMENT PERMIT i APPLICATION DECISION City of Northampton Department of Public Works Project/ Site Name: Patrick Melnik, Jr. Project Street or Location/Assessor ID: 308 Chesterfield Road, Leeds MA /Map 15B, Owner Name: Patrick Melnik,Jr. Owner Address/Phone: 110 King Street,Northatnpton. MA 01060/413-682-9970 x106 Application Submission Date: 3/26/2012 THE FOLLOWING ACTION BY THE NORTHAMPTON DEPARTMENT OF PUBLIC WORKS HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Disapproval of the Stormwater Management Permit Application based on a determination within seven days of the receipt of the application that the application is administratively incomplete (see attached documentation). Approval of the Stormwater Management Permit Application. X Approval of the Stormwater Management Permit Application subject to any conditions, modifications or restrictions required by the Department of Public Works (see below) Disapproval of the Stormwater Management Permit Application based upon a determination that the proposed plan, as submitted, does not meet the purposes set forth in the Northampton Stormwater Management. Standard Permit Conditions: 1. All clearing, grading,drainage,construction, and development shall be conducted in strict accordance with the following plans and information submitted with the application and as amended by any conditions attached to this permit: a. Site Plans for Patrick Melnik, Jr., 308 Chesterfield Road,Northampton, MA, Sheets L.1, L.2, L.3, LA, L.5, L.6,Revision Dated 8/17/2012, Stamped by Mark B. Darnold, P.G., The Berkshire Design Group, .Inc. b. Stormwater Permit Application and Stormwater.Drainage Report for Patrick Melnik, Jr. at 308 Chesterfield Road, Leeds, MA, Dated March 12, 2012 (revised M:\Stormwater Management Pennits\1 Stormwater Permits InternalTermits_new applications'.Chesterfield Rd_3082v1e1nik1308 Chesterfield Road_Pennit.doex Page I of 4 Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program I Well Completion Reports(General) e WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete a knowledge. Driller MICHAELLAROCHE Registration# r196 _ Monitoring[M] Supervising Drill Firm s KIRKS R.HENSHAW,IN Rig Permit# ;382 --1 Date Job Compl NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) Total Well Depth 625 Depth to Bedrock 8 Fracture Surface Sea[Type None Enhancement Yes No CASING D Is Casing above ground? From: 1.5 To: '1,5 From To Type Thickness Diameter Drlveshoe '40 !Steel •17# Yes SCREENILD No Screen From To Type Slot Size Diameter Choose Screen Type--- WATER-BEARING ZONES DRY VuE From To Yield(gpm) 11 1260 400 i 1-0 PERMANENT PUMP(IF AVAILABLE) I---Choose Pump ---Choose Horsepower Pump Description i Horsepower Description--- Pump Intake Depth(ft) J Nominal Pump Capacity(gpm) ANNULAR SEAL/FILTER PACK From To Material I Weight Material 2 Weight Water Batches Method Of Placement (gal) :Choose Material ;Choose Material i = F 1 ;--Choose One WELL TEST DATA Time Pumping Time To Recovery (ft Date Method Yield(gpm) Pumped Level (ft Recover BGS) (HH:MM) BGS) (HH:MM) Air Blow With Drill Stem 1110 1 102:30 �550 1 '02:30 ,72/2 3 175 WATER LEVEL Date Measured Static Depth BGS (ft) Flowing Rate(gpm) [T5-- '10 /2/2013 1 COMMENTS Massachusetts Department of Environmental Protection Bureau of Resource Protection-Well Driller Program Well Completion Reports(General) s L, .11 L Well Driller - General Well Form DRILLING METHOD Overburden Bedrock :Air Hammer ; Air Rotary WELL LOG OVERBURDEN UTHOLOGY From To(ft) Code Color Comment Drop in Extra fast or slow Loss or addition of (ft) drill stem drill rate fluid io 1 j8 TIN -� Brown Ye �_ Fast Slow - Loss Addition WELL LOG BEDROCK LITHOLOGY Visible Extra From To(ft) Code Comment Drop in Extra fast or slow Loss or addition of Rust Large (ft) drill stem drill rate fluid Staining Chips r-- SH --i � � BROVMIISH f--1 18 18 !Schist - I �Q Yews Fast Slow Loss Addition{ Yes _ Yep 18 L2�� 'Schist — BROWN - i Ye Fast Stow Lass Addition Ye - Ye 24 X84 :Schist `YELLOW ( - Fast-_ Slaw Lass --- Addition Ye Ye YELLOW BROWN ; 84 86 :Schist r I Yes Fast Slow Loss Addition Ye I Yep � � i-- YELLOW L 88 � 129 .Schist -V� i Ye Fast Slow Loss __ Addition Ye Ye —schist - 'MTTEYELLOW Siow i _ Loss == Addition _ Ye Yesi f 111MI'TE GRAY I �� X167 1267 Schist I { Ye Fast Slaw Loss Addition: I_ Ye I Yep 267 !314 l '.Schist - Y1 Ye Fast _Stow i Loss Addition= Ye� `Ye RE 1314 322 {Schs- iMrrE Ye , _ Slows �_ Loss Addition j Ye Ye 3r 22 4F 22._ Schist - VMrrE GRAY Ye _ Fast Stowi + Loss Addition Ye e L-- r— WHITE GRAY-- l 4`__-- 422 +522 :Schist ; Yes Fast ast Slow Loss Addition! Ye I Ye L-.-) L-__ L°.__. `WHITE GRAY i � i '---� -- I 522 1 ,557 ,Schist , Yes { Fast Slowl ` Loss Addition' Ye� Yep ----- 1 r 557 569 Schist �C Ye Fast Slow Loss Addition Yes I Ye GREEN VVFIITE r—� --� i5 ;583 Schist C -Yes r-Fast Slow L� oss -Addition! Yes i�d, �E '0 _ :Schist _ GRAYVVH[TE ? I- Yes Fast Slowl I Loss Addition: Yes Yep -- } r 6Z _ PINKV+fTE ,_610 ! j Schist_ ,� Yes Fast Slow( ! Loss Addition{ , Yes YeS F6_2271 !6r2 Schist �- - GRAYVVHiTE Yes -Fast Slow! LOSS Addition: ! yes yes ADDITIONAL WELL INFORMATION Developed Yes W. Disinfected Yes No' LlMassachusetts Department of Environmental Protection Bureau of Resource Protection WELL DRILLER Please specify work performed: Address at well location: 'New Well I Street Number: Street Name: _�— 30 �—� 1 CHESTERFIELD ROAD Please specify well type: Building Lot#: Assessor's Map#: ,FDomesfic E- Assessor's Lot#: ZIP Code: Number Of Wells: 01056 City/Town: Well Location NORTHAMPTON In public right-of-way: GPS - North: West: Yes No 42i 20353_. � �72.4� 2245 --� Subdivision/Property/Description: (— -�--- Mailing Address: __ click here if same as well location address Property Owner: Street Number: Street Name: 1PAMELNICKJR 146 1 CH mgr;V NUE City/Town: State: Engineering Finn: LEEDS MASSACHUSETTS -----� ZIP Code: 01056 Board of health permit obtained: r Yes Not Required Permit Number: Date Issued: L201302 6i /13/2013 Howard Laboratories 62 Main Street - Hatfield, MA 01038 Tel. (413) 247-5533 Fax (413)'247-9599 WATER ANALYSIS REPORT Invoice Number: 16386 Renshaw Well Drilling Sample Location ©$Chesterfield Rd heeds, MA Client: Melnic'k Sampled by: Henshaw Well Drilling Date Sampled: 7-2-13 Date Received: 7-2-13 Parameter Sample Result MA DEP/EPA Maximum Comments Contaminant Limit (MCL) Total Coliform Bacteria§ Absent Absent OK E. toll§ Absent Absent OK >3 Mlcrobiol22y Certification #: M-00851 for Total Coliform &E. coli (SM 92238-Colilerte) _ Additional Water Quality Parameters Parameter Sample Result Detection Limit MA DEP/EPA MCL Comments Color 9 Ptco Color Units 1 PtCo Color Units 15 PtCo Color Units Ok Iron 0.07 mg/L 0.01 mg/L 0.3 mg/L OK Manganese 0.062 mg/L 0.001 mg/L 0.05 mg/L A, Nitrate 0.1 mg/L 0.1 mg/L 10 mg/L OK Nitrite 0.008 mg/L 0.001 mg/L 1 mg/L bK PH 6.19 PH Units No Limit 6.S- 8.5 pH Units Sodium 0 mg/L 1 mg/L 20 mg/L OK Conductivity 0.1 ms/cm No Limit No Standard No Standard Turbidity 1.89 NTU 0.5 NTU No Standard No Standard Chloride 10 mg/L 0.1 mg/L 250 r ig/L OK r 50 S,pft Hardness 60 mg/L No Limit No Standard X100 hard Parameters marked with an asterisk are above acceptable MCL. Please refer to the attached Owl:for more information. Most of the parameters that are over the limit should decline to below MCL after a few weeks as the water and materials floating In the"yell settle. Analyst: TS Date: 7-2-13 <SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: License Number Address Expiration Date Signature Telephone 91Zeg5rled iibmem yereriGoitacfbr ,,,;`, Not Applicable ❑ Company Name Registration Number Address Expiration Date 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...... ❑ imt er �'xemion 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 Superviso r.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..LtSc 1 Zoni aws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-'DESCRIPTION"OF PROPOSED WORK(check all applicable) New House Addition ❑ Replacement Windows Alteration(s) Roofing ❑ Or Doors E] Accessory Bldg. ❑ Demolition ❑ New Signs [❑) Decks Siding [❑] Other[❑] Brief Description of d P opose j - ,/ Z Work: -- S'n,lr f 1 f Alteration of existing bedroom Yes No Adding new bedroom Yes �_No Attached Narrative Renovating unfinished basement Yes 04�_No Plans Attached Roll -Sheet xi"'—'i h6USIng,comp u. f. lete the`'fiollowing: 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? d. Proposed Square footage of new construction. l Dimensions /X 3 / f f'( -y"r e. Number of stories? 02- g. �Gei p Number of each Ie4�� f. Method of heating? IV OP �`I�,/yaf / Fireplaces or Woodstoves g. Energy Conservation Compliance. _ 0'f Masscheck Energy Compliance form attached? 06—e— h. Type of construction 'w�o-� �`ra ti..c u i. Is construction within 100 ft. of wetlands? Yes J ,No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade _ _ D k. Will building conform to the Building and Zoning regulations? K 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, PT as Owner of the subject property hereby aut — -IA to act on my b If, in all matters relative to work authorized by this building permit application. Signature of ofner DA I, '� - M '" 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 th ains and penalties of perjury. Print Name Signature of Ow Age 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 L---27d Setbacks Front Rear Building Height F— Bldg.Square Footage 0% Open Space Footage % (Lot area minus bldg&paved L:J! L- of Parking Spaces A. Hasa Special Permit/Variance/Finding ever been issued for/on the site? v��x�� xn� NO K .� DON7 KNOW YES |FYE5, date issued:! IF YES: Was the permit recorded at the Registry ofDeeds? NO �� DON7 KNOKNOW YES IF YES: ~~~enter Bonk �--------- � Pa8e[--'--�,--| and/or Document# �� &'N B. Does the site contain a brook' body of water orwetlands? NO �~�� DON7 KNOW «�� YES IF YES, has a permit been or need tobe obtained from the Conservation Commission? Needs tnbeobtadned «�\ Obtained ��` Date �-� ' . 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? Y25 0 NO F----- -- -----' --- — IF YES, describe size' type and location: | E. Will the construction activity disturb(clearing,gradingexcavation,or filling)over 1 acre orioit part ofo common plan that will disturb over 1acre? YEG0�] NO K ) �� ~� |F YES,then o Northampton Storm Water Management Per it �heDPVVioequirad L � � �" �7�rA �� ~1 �x�'��u� � '�- , ��- - - City of Northampton Building Department du 212 Main Street DEC 3 0 r�013 Room 100 wa North mpton, MA 01060 phone 41 3-58 -1240 Fax 413-587-1272 Pe ri APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 3 D $ c,he 571-e,-7Sc Map Lot 66 1 Unit r Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Name(Print) Current Mailing Address: r v/z) Irv- %�16160idne Signature 2.2 Authori d Agent: 9 19' Jk- a" 6�10//2L- Name( rrnt).', Current Mailing dress: rA 11� Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed b permit applicant 1. Building (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5) IDOU Check Number Iw This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building CommissioneNinspector of Buildings Date File#BP-2014-0761 APPLICANT/CONTACT PERSON ED JAZAB 6 ADDRESS/PHONE 9 SHEPHERDS HOLLOW LEEDS (413)222-4910() n PROPERTY LOCATION 308 CHESTERFIELD RD !� MAP 15B PARCEL 001 001 ZONE RR(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildin Permit Filled out Fee Paid T_ypeof Construction: CONSTRUCT SFH W/ATT GARAGE/ENC PORCH&2 DECKS New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included• Owner/Statement or License 050099 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: i/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 De olition Delau Signature of Buifaing df—fid4al 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. 308 CHESTERFIELD RD BP-2014-0761 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 15B-001 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:New Single Family House BUILDING PERMIT Permit# BP-2014-0761 Project# JS-2014-001292 Est. Cost: $341000.00 Fee: $1765.10 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: ED JAZAB 050099 Lot Size(sq. ft.): 2073456.00 Owner: MELNIK ALICE E Zoning: RR(100)/ Applicant: ED JAZAB AT. 308 CHESTERFIELD RD Applicant Address: Phone: Insurance: 9 SHEPHERDS HOLLOW (413) 222-491n LEEDSMA01053 ISSUED ON.511912014 0:00:00 TO PERFORM THE FOLLOWING WORK.CONSTRUCT SFH WATT GARAGE/ENC PORCH & 2 DECKS 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 5/19/2014 0:00:00 $1765.10 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner