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Home My WebLink AboutBuilding Permit #357 - 1820 TURNPIKE STREET 11/6/2007 TOWN OF.NORTH ANDOVER 4 APPLICATION FOR PLAN EXAMINATION Permit N0: Date Received - SSACHUSE Date Issued: I;i�MPORT T Applicant must complete all items on this page a v m1 n W a i* '� w�Y'''wY<�'"x y rh'4i`` s,-aRs+.tj'r .�' ,7'a v' ,'�r t7• '� t;8s 1a '� rg +� `>' ca h �� Dzr TOJ $ ' a t,+ xCN sF" p $ dIn `�"z';Q„'J',S.'��,�J .z. �aur.;.�"y}, � � �r >c � ,� �:��►C1�ry,Lpp �, c !p�t�r'��-F�' '�s'tGf w�` ��i f'i�»{yo1 ! '-`� s4 j-tr � �s V (��3++�y� .{ 4�'1 f �. ��n1�i1' �+"Li '� ��N��Y�r ""JL. Y/�'•�.t�t6 ��,IY➢t1�,,.�� J'tiM��„�c � „Y �' : ��jIS{�� 41�;_ r 7 �� !y'��"^F[£�,�:,: TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ew Building ❑ One family ❑ Addition ❑Two or more family ❑ Industrial ❑ Alteration No. of u6its: E<ommercial ❑ Repair, replacement ❑Assessory Bldg ❑ .Others: ❑ Demolition ❑ Other r7FIN �s N R� na, § , FrlttW P Pw;Y .. a , x a, DESCRIPTION OF WORK TO BE PREFORMED: ee-Je. ldentification Pleasetype or Print Clearly) OWNER: Name: l �� i�� i7=(►Z ��lrt� Phone: 917- 327 9 6� Address SI-r. A/. /72C& 1 S M E 01df/-C "71 1111 11, !7: aq .by 1-1 . WW-M-4,- 7@p , uu V051-1 ': s .wr'a r,',]wt`t,'".,.s•Fy r.t#" ^00 CC—Re AI 4�r' � a 5- ,. ... "`�,. 0 ,r��:- Vii: .+'"f e.r..,.. x� ys'R;S.,.. ix;a'i1'.. 'K#"a,`+,�'iy Yui ; .+c,3 F t � :.rn � b r ,,r7'F•�t'" g`Y'''1'' r f ::.r�� £r • F yr.`r r.1'.�m AR, -,.+L.. �c t• ,x y:j � �,+,c�'.,�.�3 �` `-� ,.: "y �.S C 6 r'I Ia'r'°fi?f" .. IIwa�F kl++}} Fyi� '` a's...,,�i '�"'4 y'a' 7i5t-? mxF� �"`�E�� '�•.r"":$k�':S'.s;9°c �& � m�.N+sy ,� � „ri ¢ �t.'y' t'-`�' d r.•" "'- LY'tyw•?`� F' :s $•t'�' =t ';tir.`4 �3Tj?'?J vn`rSA '°Fc "M, �.-r�..-a r' ,��..t c -rr y• �: ,c. y �-x rr ARCHITECT/ENGINEER D� (20°mc-aEQD Phone: if�l 9yZ `r Address: �© Z,Y �� 54 o/ 6� Reg. No. / U� FEE SCHEDULE:BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. eU. CO Total Project Cost: $_� 31570FEE: $ -7 14 Check No.: ff 7e Receipt No. ;?V76 !F s' NOTE: Persons contracting with unregistered contractors do not have access to theguaranty and f . Plans Submitted Plans W:aived ❑ Certified Plot Plan.. ❑ . Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ' � Y Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales El Food Packaging/Sales ❑ Private(septic tank,etc. ❑ . Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING &-DEVE PMEN' ❑ M 0--) COMMS DAT1= 1JECTED DATE APPROVED CONSERVATIO COMMENTS DATE REJECTED DATE APPROVED HEALTH ❑ ❑ COMMENTS , Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water$ Sewer Connection/si nature & Date Located at 384 Osgood Street Drivewa Permit 1 zZ-627 .i . �r k � P �" a _ ! S� 'S'vt''Prv°v.»'e,�•,��µj+° aup 5 72 `$v 4 b ', '4 "�'Yr. 'N'.+... .{ iT ' ] y��f J xer v � �..a3 �. tir+•e x< � 4lcrli��atlle�: �.�.J '1 �Y. '� ^�, r '� v� ,.,.E.t •r �sW�^�r �. ^+n^�r1"�'�t'��k�al:7''��e�'' 7��W3� ��`-�"a��+�itaJ•c�' ��' ,.�i'.m!•efi �+�"2?�,wxa,�,�'�a+.�. f�,r�� P?�.u°H'� �;' ,� '�s7 wYt'°�1S e u � � � �'. dd '7k�Z #�a�,�i,•�.de ,� rLw '. L .x Dimension Number of Stories:_Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: , ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical .Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A–F and G min.$100-$1000 fine NOTES and DATA— For department use i b ' ❑ Notified for pickup - Date Doc.Building Permit Revised 2007 ------------- —__._...� Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ . Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract u Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.2007 I Location No. Date 1116107 .36-"7 MORTM TOWN OF NORTH ANDOVER F41 9 Certificate of Occupancy $ �'�s•"' Eta Building/Frame Permit Fee $ AC MUS Foundation Permit Fee $ Ca Other Permit Fee $ TOTAL $ Check # 7� 20769 llt4 ' 1/'Building Inspector Project/Location Inspector Name: Inspection Date Page lofl 1820 Turnpike Street N Andover MA A Comerford 12/07/07 rolecName: I ime: Weather Conditions: Stonewall Plaza 2:00 PM Clear/35°F Remarks SCOPE OF INSPECTION: This inspection is provided in accordance with Section 116.2.2 of the Massachusetts State Building Code to determine if the work is in general accordance with the designs and with standard practice. While reasonable care shall be exercised in performing these inspections, responsibility for conformance with the plans and specifications, compliance with safety regulations, means and methods of construction, and all activities and associated with control of the work shall lie with the Contractor. GENERAL OBSERVATIONS & FINDINGS: ■ Excavation for perimeter foundation footing in process. Bottom of trench shows medium dense sand/ sand gravel with little or no silt. ■ Placement of 12" +/- crushed stone sub-grade placement in-process. Placement and compaction performed in two lift operations—3"coarse stone followed with a 6" lift of 3/4" crushed stone. ■ Dewatering operations in process at east end of trench. ■ Footing forms being erected at west end of structure. Performed random check of footing dimensions and recommended additional depth be provided at pier footings. ■ Noted insulating blankets on site and in use. RECOMMENDATIONS: 10 A ONr, • Page Project/Location Inspector Name: Inspection Date Pa elofl 1820 Turnpike Street N Andover MA D.Comerford 12/11//07 Project Name: I ime: weatner on i ions: Stonewall Plaza 2:00 PM Cloudy/32°F Remarks SCOPE OF INSPECTION: This inspection is provided in accordance with Section 116.2.2 of the Massachusetts State Building Code to determine if the work is in general accordance with the designs and with standard practice. While reasonable care shall be exercised in performing these inspections, responsibility for conformance with the plans and specifications, compliance with safety regulations, means and methods of construction, and all activities and associated with control of the work shall lie with the Contractor. GENERAL OBSERVATIONS & FINDINGS: ■ Excavation for perimeter foundation footing and placement of crushed stone continues. ■ Footing form placement continues at north and south wall lines. ■ Verified additional footing thickness provided at Pier footings as recommended. ■ Placement of footing reinforcement in process. —Verified number, size and spacing of longitudinal and transverse footing reinforcement where installed. ■ Random check of development length at reinforcing laps and splices found adequate at all locations checked. ■ No vertical bars or hooked dowels in place. ■ Verified no frost at bottom of tranch. RECOMMENDATIONS: . ' V1 tot, 11 NO,417264 Project/Lgcation \ Inspector Name: Inspection Date Page lofl 1820 Turnpike Street N Andover MA A Comerford 12/12//07 rojecName: I ime: Weather Conditions: Stonewall Plaza 11:00 am Cloudy/45°F Remarks SCOPE OF INSPECTION: This inspection is provided in accordance with Section 116.2.2 of the Massachusetts State Building Code to determine if the work is in general accordance with the designs and with standard practice. While reasonable care shall be exercised in performing these inspections, responsibility for conformance with the plans and specifications, compliance with safety regulations, means and methods of construction, and all activities and associated with control of the work shall lie with the Contractor. GENERAL OBSERVATIONS & FINDINGS: ■ Footing form placement continues at east wall line. ■ Hooked dowel bars completed at west wall line and in process at north and south wall lines. ■ Verified additional footing reinforcement in place at piers. ■ Verified additional vertical reinforcement at wall piers ■ No exceptions noted to work in process. RECOMMENDATIONS: 9�Ile`3 4Ji\V i r1.y z' G.ortL h 1IC I I I I Project/Location Inspector Name: Inspection Date Pae 1 of 1 1820 Turnpike Street N Andover MA D.Comerford 12/20//07 Project Name: I ime: Weather on i ions: Stonewall Plaza 9:00 am Snow/28°F Remarks SCOPE OF INSPECTION: This inspection is provided in accordance with Section 116.2.2 of the Massachusetts State Building Code to determine if the work is in general accordance with the designs and with standard practice. While reasonable care shall be exercised in performing these inspections, responsibility for conformance with the plans and specifications, compliance with safety regulations, means and methods of construction, and all activities and associated with control of the work shall lie with the Contractor. GENERAL OBSERVATIONS & FINDINGS: ■ Visual inspection of forms work &reinforcing steel in place at east end of building. Partial ht pour with limits of east wall and returns on the north and south walls of approx 40 ft of. (approx 27 cy). ■ Area of work tented&protected from the weather. ■ Verified size & spacing of vertical &horizontal wall reinforcement. Noted sufficient lap splices to hooked dowel bars cast with footing. ■ UTS Concrete inspector on site and sampling mix. ■ Verified order slip for 4000 3/4" conc. mix as specified. (approx 4" Slump. Conc Report to verify) ■ Witnessed portion of placement at southeast corner using chutes and vibrating after placement. ■ No exceptions noted to work in process. RECOMMENDATIONS: "' OF U49 5 li 111 T- el N mgr• ' �/ • - �. -'�"��.' � .�t. ��„ w.��,(�� lop pk Am- .6 RiA IV ;r � ��- •. J � iii `^ c \!'I + f �Y r• y Y.T 1. I II q t i 1 i _�: ;3 A � ' ,gam-,/ ��' ..s�.�.• ,i t�, -�7 •r , ` I �t (. .'-L. -.� •.y, +� l.'•--1 � ' :-.� i �'� ��'tom .'. � � ` , 1 � {�I. � s %• .r` - 4 j +Fes,. e 1169 AV J � Pj� f � •' ° �� 1' '`„ — t it / 07IF i OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL •,ac,rN PROJECT NUMBER: NAND001 PROJECT TITLE: Stonewall Plaza PROJECT LOCATION:_ 1820-1830 Turnpike Street NAME OF BUILDING; GFM Gen. Cont. Corp. NATURE OF PROJECT: 3 story steel frame commercial building, IN ACCORDANCE,WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, IT �J�1-�1 IL/— P r I l� C V(�`T�� REGISTRATION NO. q Z._ BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I reviewed I!AVE PARE.Q-GR-MR€CrTIY-SUPERVISED-TIE -QF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT Q ARCHITECTURAL STRUCTURAL 0 MECHANICAL 0 FIRE PROTECTION 0 ELECTRICAL 0 OTHER(SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled material ,��,ED AR �yT 3. Be present at intervals appropriate to the stage of construction to become, generally fa C Q►szs C Fcf with6the progress and quality of the work and to determine, in general,if the work is �� performed in a manner consistent with the construction documents. Q� ` �` o. 4892 � PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REP ` 800MA TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING I TORR ��rJ UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE ��FgltH-aF�P�S SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR C kectl AJA SU SCRIBED AND SWORN TO,,BEFORE ME THIS—DAY OF I TUR 1900� NOTARY PUBLIC MY COMMISSION EXPIRESr� . OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: N Aid D oo/ PROJECT TITLE: `moi opiew A l It 'PLflz-41 PROJECT LOCATION: M10 " 0 610 NAME OF BUILDING: G FM (fo4M, NATURE OF PROJECT: ��`'� �"`Z�jZ �i2t yl(1 "'►MC-yLr- , IN ACCORDANCE TH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, 'DA`i 1 ()('A `(1 ty-Fcx2n REGISTRATION NO. el-/22-fn _ BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT CT ARCHITECTURAL 0 STRUCTURAL L'!' MECHANICAL 0 FIRE PROTECTION 0 ELECTRICAL 0 OTHER(SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE,SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. A`:A A 3. Be present at intervals appropriate to the stage of construction to become, generally familiar n� ��" £iF 41 .�., with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. a 17.0.LJtEIt�32G °�a PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REPOR " Cse►IL TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INS C Mo.41726 ( UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR CUPAN Y. v �.- 11&� I s a l NATURE �-1 SUBS ED A WORN TO BEFORE ME THIS DAY OF G � ANTHONY C.TF=RFIIZZI NOTARY PUBLIC MY COMMISSION EXPIRES NetaFy Public ?� I Commonwealth of Massachusetts My Commission Expires ' ! Abri ar) 23,2012 r GILL \A V 85 Franklin Street-Suite 2 • Needham, MA ... CIVIL/STRUCTURALPhone(781)726-6561 Fax(781)726-6553 October 29, 2007 Mr. Gino Fodera Stonewall Plaza, LLC 325 N. Main Street-#15B Middleton, MA 01949 Re: Independent Structural Engineering Peer Review Stonewall Plaza North Andover, Massachusetts Dear Mr. Fodera, As requested Gill Engineering Associates has performed an Independent Structural Engineering Peer Review for Stonewall Plaza (1820-1830 Turnpike Street) located in North Andover, Massachusetts. The engineer of record for this project is DG Comerford, P.E. and Associates. We have completed our review, identified a number of issues, and resolved all comments with the designer. The project consists of a three story steel framed structure founded on a combination of reinforced concrete footings and concrete pier walls incorporated into the outside foundation wall. Consistent with 780 CMR Appendix I: • We have reviewed all of the design loads and checked other design criteria and assumptions and found them to be consistent with 780 CMR. • We did not review any geotechnical information, as none was provided, but find the assumptions made in the design and on the plans to be reasonable (conservative) and acceptable for the expected soil conditions to be found on site. • We have performed a complete check on the computer model used to analyze and design the structure. This effort involved a through review of the model and the proposed plans to ensure that each was consistent with the proposed structure. During the course of this work a number of comments and questions were addressed and resolved satisfactorily. Please feel free to contact me at (781) 726-6551 with any questions you may have Zo el � �MOM ; `'APAV25 51S h P. Gill, P.E. • �� President �r� u E I FROM :Gill Engineering Associates FAX NO. :781-726-6553 Oct. 30 2007 10:07AM P2 GiLL • INc AssoCIATES Needham, MA 02494 October 29, 2007 Mr, Gino Fodera Stonewall Plaza, LLC 325 N. Main Street-#15B Middleton, MA 01949 Re: Independent Structural Engineering Peer Review Stonewall Plaza North Andover, Massachusetts Dear Mr, Fodera, As requested Gill Engineering Associates has performed an Independent Structural Engineering Peer Review for Stonewall Plaza (1820-1830 Turnpike Street) located in North Andover, Massachusetts. The engineer of record for this project is DG Comerford, P.E. and Associates. We have completed our review, identified a number of issues, and resolved all comments with the designer. The project consists of a three story steel framed structure founded on a combination of reinforced concrete footings and concrete pier walls incorporated into the outside foundation wall. Consistent with 780 CMR Appendix I: • We have reviewed all of the design loads and checked other design criteria and assumptions and found them to be consistent with 780 CMR. • We did not review any geotechnical information, as none was provided, but find the assumptions made in the design and on the plans to be reasonable (conservative) and acceptable for the expected soil conditions to be found on site. • We have performed a complete check on the computer model used to analyze and design the structure. This effort involved a through review of the model and the proposed plans to ensure that each was consistent with the proposed structure. During the course of this work a number of comments and questions were addressed and resolved satisfactorily. Please feel free to contact me at (781) 726-6551 with any questions you may have .,Iry erel fiUc V �• ,� a641f� ed Joseph P. Gill, P.E. President Tel(978)777-8007 GFM Fax(978)777-5004 CON'IZtA'L�G� MASONRY♦RESTORATION♦E.I.F.S. ♦GRANITE♦CONCRETE 325 N.MAIN STREET UNIT 15-B MIDDLETON.MA 01949 TE PROPOSA� SUBMITTED TO , )sTDN(r Ut191.L �1.l�I Z f.. C PHONE DA p7p"^ ! 76UOi 0( -h3 bEC A A007 STREET JOB NAME 3x15 1I/. fn ckl^ S-rc)IN IF W>4 L.L. 7, )9 1.C CITY. ST/TE AND ZIP CODE JOB LOCATION M I dirt /efn01) !'nq o1 99 9Xco - Itr3o !`vin 1he 94-m-e-+ ARCHITEI;T DATE OF PLANS / JOB PHONE ,h S-�-o�..�.� D t.S I'd,h 107/07/0-7 n rl,.g 4 We hereby submit specifications and estimates for: Site Work. $ 305,400.00 Foundation Work 93,000.00 Struct4ral Steel .. 232,600.00 Masonry& EIFS.Work 180,900.00 Framing 156,100.00 II, _ Roof Framing & Roof 104,400.00 Windows-. 26,600.00 Doors . . .. . 11,400.00 Plumbing r 26,500.00 Electrical 31,500.00 . Concrete Floor 35,500.00 Fire Sprinklers 65,700.00 Parking Lot 62,800.00 Landscaping, 17,600.00 . ..Total Pro`ject-Cost $1,35000.00 . . .. . . .. . Ve propose hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: c.9� �✓Ie Mlll�, A 7'A rte. l�s�►1d�c�� 1► �'r�y -rke"'re"' d =-f dollars($ Paymi;nt to be made as follows: All material Is guaranteed to be as specified.All work to be completed In a workmanlike manner according to standard practices.Any alteration or deviation from above specifica- Authorized tions I�volving extra costs will be executed only upon written orders,and will become an Signature extra charge over and above the estimate.All agreements contingent upon strikes,accidents ote: his p posal may be or deliiys beyond our control.Owner to carry fire,tornado and other necessary insurance. Our winkers are fully covered by Workmen's Compensation Insurance. with awn by us if not accepted within days. i ,ArcIQ�# u� ofrD}�DBMI The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized Signature to do;the work as specified.Payment will be made as outlined above. OG}y 6*-1" A� L Signature Date of Acceptance: � Oct 30 07 05: 42p p- 1 e�(, COMcheck Software Version 3.5.0 VIA Envelope Compliance Certificate Massachusetts Commercial Code Report Date:10130/07 Data filename:C:\Documents and SettingslHP_Owner%My Documents\CEA\Fodara-1820 Turnpike StlEnergy Check-1028 TPK.cck Section 1: Project Information Project Title:Stonewall Plaza Construction Site: Owner/Agent: Designer/Contractor: 1820-1830 Turnpike Street Geno Fodera Dave Comerford N.Andover,MA Stonewall Plaza,LLC DG Comerford&Assoc. 325 N Main St-15B PO Box 247 Middleton,MA 01949 Reading,MA 01867 978-777-8007 781-942-3618 Section 2: General Information Building Location(for weather data): North Andover,Massachusetts Climate Zone: 13a Heating Degree Days(base 65 degrees F): 5641 Cooling Degree Days(base 65 degrees F): 678 Project Type: New Construction Vertical Glazing/Wall Area Pct: 19% /SctW1y Tvoelsl Flood Retail and Banking:Generat Retail Sales Area 9640 Common Space Types:Office-Open Plan 11400 Common Space Types:Office-Open Plan 6000 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Roof 1:Non-Wood Joist/Rafter/Truss 4050 0.0 20.0 0.048 0.060 Exterior Wall 1:Metal Frame,16"o.c. 11300 13.0 3.0 0.095 0.091 Window 1:Metal Frame with Thermal Break:Double Pane with 2142 -- — 0.530 0.603 Low-E,Clear,SHGC 0-68(b) Interior Wall 1:Metal Frame,16"o.c. 2400 19.0 0.0 0.110 0.143 Floor 1:Concrete Floor(over unconditioned space) 9400 – 17.0 0.050 0.056 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Claimed performance does not exceed defaults in Tables 1301.93.1.No manufacturer certification required. Air Leakage,Component Certification,and Vapor Retarder Requirements: 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. 2. Windows,doors,and skylights certified as meeting leakage requirements. 3. Component R-values&U-factors labeled as certified. 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. 5. Vapor retarder installed. Project Title: Stonewall Plaza Report date: 10130/07 Data filename:C:\Documents and SettingslHP OwnerlMy Documents\CEA\Fodara-1820 Turnpike StlEnergy Check-1028 TPK.cck Page 1 of 2 Oct 30 07 05: 42p p. 2 I Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the Massachusetts Commercial Code requirements in COMcheck Version 3.5.0 and to comply with the man tory require nts in the Requirements Checklist. :Z). ZA 1 -1 " /o/7- Name-Title Signature Date I Project Title:Stonewall Plaza Report date: 10130/07 Data filename:C:\Documents and Settings\HP Owner\My Documents\CEA\Fodara-182D Turnpike St\Energy Check-1028 TPK.cck Page 2 of 2 ACORD,. CERTIFICATE OF LIABILITY INSURANCEDATE(MM/DD/YYYY) F3/15/2007 PRODUCER (978) 696-0007 FAX (978)345-6811 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Employers Insurance Group, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 281 Main Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Suite 7B Fitchburg MA 01420 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:Savers Property &Casualt GFM General Contracting Corporation INSURER B: c/o Resource Management, Inc INSURER C: 281 Main St. , Suite 5 INSURER D: Fitchburg MA 01420 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR INSRD TYPE OF INSURANCE POLICY NUMBER ATE(MM DD/YYE POLICY (MM/DDIYY N LTR INSRD LIMITS GENERAL LIABILITY EACH OCCURRENCE 8 DAMAGE TO RENTED ` COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ J CLAIMS MADE 7 OCCUR MED EXP(Any oneperson) $ 41 PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ G 1 AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ PRO. POLICY 7 JECT 7 LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS r (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND X TORY LIMITS OTH- ER EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? WC0002340 3/2/2007 3/2/2008 E.L.DISEASE-EA EMPLOYEEI 500,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 OTHER I DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Covers the employees of the named insured leased to: GFM GENERAL CONTRACTING CORP. 328 North Main Street Unit 15-B Middleton, MA 01949 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE FOR RECORD PURPOSES ONLY EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE I INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE _ Judy Prescott/JON ACORD 25(2001/08) ©ACORD CORPORATION 1988 CORD CERTIFICATE OF LIABILITY INSURANCE :::] OP ID C DATE(MM/DD/YWY) PRODt)CE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATIONB 07 Dadtar Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 4Sui00'West Cummings Park HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Wobt4.e 6725rn MA 01801 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Phooe: 781-933-2626 Fax:781-932-6341 INSURI!D INSURERS AFFORDING COVERAGE i NAIC# INSURER A. Holyoke Mutual ins co in Salem -- INSURER B: GFM Contracting INSURER C: 325 North Main St Unit 15B Middleton MA 01944 INSURER D: COVERAGES INSURER E: — THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOT THSTANOING ANY.1REOUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS D SUCH POLI,FIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF INSURANCE POLICY NUMBER GENERAL LIABILITY DATE MMIDDIYY DATE MM/DD/YY LIMITS A X COMMERCIAL GENERAL LIABILITY CPP 7 017 8 04EACH OCCURRENCE _ $ 1000000 CLAIMS MADE a OCCUR 01/01/07 01/01/08 PREMISES(Ea occureence) $100000 MED EXP(Any one person) $ 5000 PERSONAL&ADV INJURY $ 1000000 GENIAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2000000 POLICY PROT LOC PRODUCTS•COMP/OP AGG $2 0 0 0 O O O AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LOUT ALL OWNED AUTOS (Ea accident) $ SCHEDULED AUTOS BODILY INJURY ' HIRED AUTOS (Per person) E NON-OWNED AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE GARAGE LIABIUTY (Per accident) $ ANY AUTO AUTO ONLY-EA ACCIDENT $ OTHER THAN EA ACC E EXCESS/UMBRELLA LIABILITY AUTO ONLY: AGG $ OCCUR ❑CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE $ — — RETENTION $ $ WORKERS COMPENSATION AND $ EIrPLOYERS-LIABILITY AIJY PROPRIETOR/PARTNER/EXECUTIVE TO LIMITS ER OfFICER/MEMBER EXCLUDED? E.L.EACH ACCIDENT g [fps,describe under E.L.DISEASE•EA EMPLOYEE $ SNECIAL PROVISIONS below OTHER E.L.DISEASE.POLICY LIMIT $ A &,roperty Section CPP7017804 01/01/07 01/01/08 A k. i meet Floater* CPP7017804 Contents 10000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMEN0T1SPECIAL. 0PROVISI 01/01/08 1/01/08 Deduc t ib 1 500 MasGnry FAX: 978-777-5004 CERTIOICATE HOLDER CANCELLATION COHAVER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESE TIVE ACORn 25(2001/08) ACO [-CORPORATION 1988 Place Original ��nr.mrynuwall� n ,�fnuac/�wel�a 00-35,000 cf enclosed space BOARD OF BUILDING REGULATIONS (MGL C.112 S.60L) iLicense: CONSTRUCTION SUPERVISOR 1A-Masonry only 11 G-1&2 Family Homes Number: CS 000947 Failure to possess a current edition of the Birthdate: 06/18/1955 Massachusetts State Building Code is cause for revocation of this license. Expires: 0611812008. Tr.no: 25404 Restricted: 00 GAETANO FODERA 12 THOMAS READING, MAA 01867 /J Commissioner DIG SAFE CALL CENTER: (888)344-7233 I MASSACHUSETTS NBYBEROMMERCIAL DRIVER'S LICENSE f S88304167 DATE OF BIRTH CLASS REST HEIGHT SEX I I 06-18-1955 eM 5.10 M q EXPIRES ISSUED ENDORSE 06-18-2007 05.17.2002 a EODERA ' GAETANO .r 12 THOMAS DR READING,MA 01867.1066 11Y 7 i 1 S The Commonwealth of Njassachusefts Department of Fire Services Office of the State Fire marshai P.0.Box 1015.St,-ite Road;Stow,NCA 01775 North Andover PERMIT"Permit No Dace: (City of Town) (ITApplicable) Dig Safe Num er In accordance with the provisions of M G L 14$.Ghapter�Q_as provided in section S 7 7 (MR 3 4 . ...This.Permit is granted to, t!/Qi.S Vxe Start Date Full name of person,Firm or Corporation Petmissinato locate dumpster for construction/renovation/demolition o.f building. Conm'ents:. dumps.ter must be , 25 ' from structure if unable to lace with re oiled Resrrictioas'clearance dumpster must be covered with Plywood or ta.rp end of work day ,at zo (Give location by street and no.,or describe in such manner as to provicd adequate identification of location) Fee Paid$ 50.00 A Afall p� Fire Chief This Permit will expire ld—� S t atoll ofanon 1'n g Peter) Offical grantingpermit Title N t' FIS 5592 Date .1'l '.��-.` ..... OF NORTH q� ° TOWN OF NORTH ANDOVER 02 . om � 9 RECEIPT 9 y S$A,CHUSE This certifiesthat... S�.PF' s� .. ............................... haspaid ../.... ........................................................I................... for .....D....+�?'1.,...v......//............y..s.............................................................. Receivedby .......... ............................................................ Department ........... /.j^.e ................................................................... WHITE: Applicant CANARY:Department PINK:Treasurer NameC-7e �' LSfi� Li-C Location l6 ( Jrn h Check# tMo Date 10-zz —a Note: G g `l ' °F NORrH, TOWN OF NORTH ANDOVER Sewer Mitigation Fee $ 7• f � p f ' •��; Sewer Connection Fee $ 'ti o''r'r-••`9 ss�CHU Water Connection Fee $ Z • Z`7p Meter Fee $ Other $ RECEIPT NO. TOTAL $ 4-el 1658 Div.Public Works WHITE: Applicant CANARY: Department PINK: Treasurer GOLD: File 4 NORTH Town of And O o �` dover, Mass., o �. COC HIC HE WICK ORATED PC) S BOARD OF HEALTH Food/Kitchen P-ERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.. z�� .... k�� ....................................................... .................................................. Foundation T has permission to erect...........``......................... buildings on ./........ ..........! .............r-�`.. /' !... ........ �....... Rough to be occupied as.... �i� : % .. �1:.......... Chimney provided that the person accepting this permit shall in every respect conform to the term of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Ins pe tion, Alteration and Construction f Buildings in the Town of North Andover. �' ,/f Q /V/ PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. --- Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIOKSTARTS Rough /;X -- .. .. Service .......r,.. ... _ ..............`.. BUILDING IN CTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. 1 SEE REVERSE SIDE Smoke Det. i 2588 APPLICATION FOR SEWER SERVICE CONNECTION North AndZover, M Z, Application by the undersigned is hereby made to connect with the town sewer main in t1�� Ol, / Street, subject to the rules and regulations of the Division of Public Works. -�-� The premises are known as No. �0 ( "-�U i C Street or subdivision lot no.� c l / / p 1 ( � Owner Address Contractor Address /Applicant's Signature C O( 0 s x �� PERMIT TO CONNECT WITH SEWER MAI The Division of Public Works hereby grants permission to to make a connection with the sewer main at 40 r ke Street subject to the rules and regulations of the Division of Public Works.. Di ' io f Public Works By \ Inspected by Date See back for rules and regulations 1478 APPLICATION FOR WATER SERVICE CONNECTION North Andover,v r, Mas s. , 19 Lo 7 Application by the undersigned is hereby made to connect with the town water main in— ' l Street, subject to the rules and regulations of the Division of Public Works. The premises are known as No. `A 1 Street or subdivision lot no. 77.7 C\ Owner Address Contractor Address Applicant's Signature /UL PERMIT TO CONNECT WITH WATER MAIN The Board of Public Works hereby grants permission to to make a connection with the water main at it t Street subject to the rules and regulations of the Division of Public Works. Bo rd of Public Works . By Inspected by Date See back for rules and regulations o Town of North Andover ' Office of the Planning Department Division of Community Development 1600 Osgood Street North Andover,Massachusetts 01845 Ns is to osriify that twenty(20)days ":1ro elapsed from date of dedalon,filed wimout fllfng of an appeal. NOTICE OF DECISION ��A. how ,,e_?GY, 'fawn elodt Any appeal shall be filed lP lk 10944 F s 169 30621 within(24)days after the i.4-18-2007 Q 04= 08P date of filing this notice in the office of the Town Clerk Date: August 8, 2007 Date of Hearing(s):July 17,2007 Date of Decision: August 7,2007 Petition of: GFM General Contracting Corporation, 325 North Main Street,No. 15B, N6ddleton,MIA, 01949 Premises Affected; 1812, 1820-1830 Turnpike Street,North Andover,MA 01845. Referring to the above petition for a Special Permit for a COMMON DRIVEWAY from the requirements of the North Andover Zoning Bylaw, Sections 2.30.1 and 10.3. So as to allow: the construction of a shared driveway access located on the premises known as 1812 Turnpike Street, shown on Assessor's Map 106D, Parcel 47 which shall service both 1812 Turnpike Street and 1820-1830 Turnpike Street in connection with the proposed retail/office buildingto be constructed n 8 - o 1 20 1830 Turnpike Street. After a public hearing given on the above date, the Planning Board voted to APPROVE A COMMON DRIVEWAY SPECIAL PERMIT based upon the following conditions: North Andove r Plantain oard Richard Nardella, Chairman John Simons, Vice Chairman ATTFST; Richard Rowen,regular member A True Copy Jennifer Kusek, regular member o ww".. Timothy Seibert,alternate member Town Clerk t Bk 10944 Pg 170 #30621 ,.arrH r-7 EIVED �c �� ♦ao , 'fitT f i°!' r o v, Town of North Andover Office of the Planning DepartmentNgl AUG -9 PM 4: 02 Division of Community Development 16M Osgood.Street i G�!': ,r North Andover,Massachusetts 01845 MASSACHUSc► ►S Bldg. ZBA NOTICE OF DECISION Con/Com Health Fire Chief Police Chief Any appeal shall be filed Town Clerk DPW/En&eers within(20)days atter the date of filing this notice in the office of the Town Clerk Date: August 8, 2007 Date of Hearing:July 17,2007 Date of Decision: August 7,2007 Petition of: GFM General Contracting Corporation, 325 North Main St ve# No. 15B, Middleton,MA,01949 Premises.Affected: 1812, 1820-1830 Turnpike Street,North Andover,MA 01845. Refining to the above petition for a Site Plan Special Permit from the requirements of the North Andover Zoning Bylaw, Sections 2.30.1 and 10.3. So as to allow: the Constructer of a shared driveway access located on the premises known as 1812 Turnpilm Street, shown on Assessor's I,* 206D, parcel 46 & 47 which shall service both 1812 Turnpike Street and 1820.1830 Tump&e Street in connection with the proposed retaiYoffice building to be constructed on 1920- 1330 Turnpike Street. After a public hearing given on the above date, the Planning Board voted to APPROVE A COMMON D RIYEWAY SPECIAL PERMIT based upon the following conditions: North Andover Planning Board Richard NardeIla, Chairman John Simons, Vice Chairman Richard Rowan,regular member Jmt%r ICusek,regular member + Timothy Seibert,altemge member z ' Bk 10944 Pg 171 #30621 1612,1820-1830 Turnp&c Street,Map 106D,Parcels,46 &47 Special Permit Approval—Common Driveway August 7,2007 Ti CEIVED T `�� ." 7 ;: 2007 AUG -9 Phi 4* 02 Upon a motion by John Simons and a by Jennifer Kusek,the Planning Board h=in'#Pp!qayftd a Special Permit to construct a shared drivewaY servicing both 1812 Turnpike Streeand l r `' Street in correction with the proposed retail/office building to be constructed on ite Street.The shared driveway access is located in the General.Business Zoning Diiffict and is located on real property shown on the North Andover Assessors Maps as Map 106D,Parcels 46, 1812,Turnpike Street with frontage on Turnpike Street and Bevy Street. The Special Permit was requested by the GFM General Contracting Corporation,325 Main Street,No. 15B,Middleton MA 01949. This application was filed with the Planning Board on June 14,2007. The Applicant submitted a complete application which was noticed and reviewed in accordance with Sections 2.30.1 and 10.3.of the Town of North Andover Zoning Bylaw. Finding of)Fact: 1. The application adheres to the bylaw restriction that no more than two (2) lots be serviced by each common drive. 2. The design and location will not adverse/ affect y the neighbodrood. 3. There will be no nuisance or serious hazard to vehicles or pedestrians. 4. The purpose and intent of the regulations contained in the Zoning Bylaw are met with the Special Permit application before us. 5. Adequate standards have been placed on the design,which will meet public health and safety concerns. 6. The specific location of the common driveway is appropriate due to the improve access/egress, internal vehicular and pedestrian movements,and reduce the number of curb cuts on Berry Sftd. Special Conditions: L This decision must be filed with the North Essex Registry of Deeds. Included as a part of this decision are the following plans: a Plans titled: Site Development Permit Plan For GFM General Contracting Corporation 1820—1830 Turnpike Street in North Andover,Massachusetts Prepared For, GFM General Contracting Corporation j 325 N.Main Street,#15B Middleton,MA 01949 Prepared by: Eastern Land Survey Associates,Inc. 104 Lowell Street Peabody,MA 01960 Scale: 1"=20' Plan Date: October 21,2007,Revised 5/7/07,5/30107,6/21/07,7/9/07 2 ti Bk 10944 Pg 172 #30621 i 1812,1820-1830 Turnpike Street,Map 106D,Parcels,46&47 • Special Permit Approval—Common Driveway • August 7,2007 b. Easements pertaining to the rights of access for and agreements pertaining to the maintenance of the driveway shall be presented to the Town Planner to review. When the Town Planner deems the easement adequate,a copy must be recorded with the Registry of Deeds and a certified recorded document filed with the Planning Office. copy of the 2. Any changes made to these plans must be approved b the Town Y Planner. Any changes deemed substantial by the Town Planner would require a public hearing and a modification by the Planning Board. 3. Prior to any site disturbance: a. The location of the driveway must be marked in the field and reviewed by the Town Planner. b. All erosion conroI devices must be in place as shown on the plan. e. The decision of the Planning Board must be recorded at the North Essex Registry of Deeds and a certified copy of the recorded decision must be submitted to the planning Office. i j d Tree clearing(if applicable)must be kept to a minimim, eP The area to be cleared must be marked in the field and reviewed by the Town Planner. e. A performance guarantee of two thousand($2,000)in the form of a check made out to the Town of North Andover must be in place in accordance with the plans and the conditions of this decision and to ensure that the as.buih plans will be submitted. f. A construction phasing plan and emergency response plan are must be provided to the Town Planner. 4. Prior to FORM U verification: a. This site shall have received all necessary permits and P approvals from the North Andover Board of Health,Conservation Commission and the Department of Public Works. 5. Prior to Certificate of Occupancy issuance: a. The proposed retail/office building to be constructed on 1820-1830 Turnpike Street shall have a commercial fire sprinkler-system installed as required by the North Andover Fire Department. 6. The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 7. Gas,telephone,cable,and electric utilities shall be installed as specified by the respective utility companies. i 8. No open burning shall be done except as is permitted during the burning season under the Fire Department regulations. 9. No underground fuel storage shall be installed except as May be allowed by Town Regulations. 10. The provisions of this conditional approval shall apply to and be binding upon the applicant,its employees and all successors and assigns in interest or control. 3 t Bk 10944 Pg 173 #30621 r •` 1812, 1820-1830 Turnpike Stmt,Map 106D,,Parcels,46&47 • Special Permit Approval—Common Driveway August 7,2007 LECEIVED 11.This permit shall be deemed to have lapsed after a two(2)year Periodqq }st 2 n which the Special Permit was granted unless substantial use or construction hasp a � co. Conservation Administrator i O SA N Q Director ofPublicWorks NORTH ANDD\'-;i xeaMAdministator MASS ACfIC{S EfTS Building tnVeCtor Police Chief Fire Chief Assessor Applicant Eng neer File I 4 [L7Massachusetts Department of. Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number WPA dorm 5 order of Conditions 2421382 1 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 A. General Information 0 Important; North Andover When tilling From: t.conservation Commission out forms on the computer, 2.This Issuance Is for(check one): ® Order of Conditions ❑ Amended Order of Conditions use only the tab key to 3.To: Applicant: move your cursor-do not Gino Fodera GFM General Contracting_ use the return a.First Name b.Last Name C.company key. 325 N.Main Street#158 d.Mailing Addraaa w Middleton MA. 01849 -e.cltyfrown L state g.Zip Code 4. Property Owner(if dNterent from applicant): Jean Paul Prouix a.First Name b.Last Name C.company 1812 Turnpike Street YJ.M N tlIRf18 rydQfe$8 North Andover MA. 01845 e.chyrrown t.Stride B•Zip Code s. Project Location: '1812&1820-1830 Tum ike Street North Andover a.Street Address b.City OM Ma 108D Pamela 46&47 c.Assessors Map/Plat Number d.ParceVLot Number Latitude and Longitude, if known(note: electronic filers will dick for GIS locator): a.Letkude f.Longitude a. Property recorded at the Registry of Dads for(attach additional Information If more than one parcel): Essex North a.County b.Certs icon(N regiaterad land) 902 119 c.Book d.Pip 7. Dates: 212/07 a.Date Notice of intent Fliedb.Date ublfc Hesr ro Cued c.Dftnoe s. Final Approved Plans and Other Documents(attach additional plan or document references as needed): Site Development Permit Plan a.Plan Title Eastern Land Surve Associates Inc. Chr}st her R. Mello R. P. L. S. b.Prospered By c.Signed and stamped by SG► a� 1" 20' F d. ai n Date _ e.scale ate. a � f.Additional Plan or Document Title p.Date a. Total WPA Fee Paid: $1.850.00 $512.50 t1,337.50 a. Total Fee Paid b.State Fee Paid o. Cit crown Fee. y Pad ..ATTEST: A True Copy11,00, 'Town Clerk �• e I . Bk 10944 Pg 185 #30623 + Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number WPA Form 5 - Order of Conditions 2421362 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings i. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the Information provided In this application and presented at the public hearing,this Commission finds that the areas in which work is proposed Is significant to the following interests of the Wetlands Protection Act Check all that apply: a. Public Water Supply b. ❑ land Containing Shellfish c. 0 Prevention of Pollution d. ® Private Water Supply e. ❑ Fisheries f• ® Protection of Wildlife Habitat g. ® Groundwater Supply h. ® Storm Damage Prevention 1, 0 Flood-Control 2. This Commission hereby finds the project as proposed,is:(check one of the following boxes) Approved subject to: ® 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 that the following conditions modify or differ from the plans,specifications,or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards set Borth in the wetland regulations.Therefore,work on this project may not go forward unless and until a new Notice of Intent Is submitted which provides measures which are adequate to protect these interests,and a final Order of Conditions is issued.A description of the performance standards which the proposed work cannot meet is attached to this Order. ❑ the Information submitted by the applicant is not sufficient to describe the site,the work, or the effect of the work on the Interests identified in the Wetlands Protection Act.Therefore,worts on this project may not go forward unless and until a revised Notice of intent Is submitted which provides sufficient Information and Includes measures which are adequate to protect the Act's interests,and a final Order of Conditions Is Issued.A description of the spsciflc Information which Is lacking and why It is necessary Is attached to this Order as per 390 CMR 90.06(6)(c). Inland Resource Area Impacts:Check all that apply below. (For Approvals Only) ❑ Buffer Zone Impacts: Shortest distance between limit of project disturbance and wetland boundary(if available) IMear feet Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement 3. [1 Bank a,linear feet b.(Meer feet— 4. Omer fest d.linear feet 4. ❑ Bordering Vegetated Wetland a.square feet b.square feet C.square feet d.square feet 5. ❑ Land Under Waterbodies and a.square feet b.square feet a square feet d.square feet VVaterwaye e.cu.yd dredged f.Cu.yd dredged "Oknn&dw•nv.3PU06 POP2ofe • Bk 10944 Pg 186 #30623 Massachusetts Department of Environmental Protection DEP File Number: Bureau f o B eau o Resource Protection-Wetlands WPA Form 5 - Order of Conditions 2421382 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) Resource Area Proposed Permitted Proposed Permitted Alteration Alteration Replacement Replacement e. ❑ Bordering Land Subject to Flooding a,square feet b.square Feet a square feet d.square teat Cubic Feet Flood Storage e.cubic feet t cubic feet g.cubic feet h.cubic feet T. ❑ Isolated Land Subject to f=looding a,square feet b.square feet Cubic Feet Flood Storage C.cubic feet d.cubic test e,cubic feet f.cubic feet 8. ❑ Riverfront area s.total sq.feet b.total sq.feat Sq ft within 900 ft c.square feet d.square feet e.square feet f.square feet Sq ft between 100-200 ft e.square feet f.square feet a.square feet t.squarefeet Coastal Resource Area Impacts:Check all that apply below. (For Approvals Only) 9. ❑ Designated Port Indicate size under Land Under the Ocean, below Areas 1o. ❑ Land Under the Ocean a.square fest b.square feet c.cu,yd dredged d.cu.yd dredged 11. ❑ Barrier Beaches Indicate size under Coastal Beaches and/or Coastal Dunes below 12. ❑ Coastal Beaches a.square test b, uare feet a sq dy nouriahmk d.oly ttotuishrnt. 13. ❑ Coastal Dunes a.square fast b.square feet c.cly nourishmt. d.oly noudshmt 14. ❑ Coastal Banks a.linear feet b.linear feet 1e. ❑ Rocky Intertidal Shores a.square feet b.square feet le. ❑ Salt Marshes a.square teat b.square feet c.square feet d,square feet m ❑ Land Under Salt Ponds a.square feet b.square kat o.cu.yd dredged d.cu.yd dredged 1a. ❑ Land Containing Shelfth a.square feet b.square feat c.square feet d.square hot 19. ❑ Fish Runs Indicate size under Coastal Banks,Inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodles and Waterways, above a.cu.yd dredged b,cu.yd dredged 2o. Q Land Subject to Coastal Storm Towage a,square feet b.square foot wpolms.doo- rev.W= Page a of D Bk 10944 Pg 187 #30623 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands WPA Form 5 - Order of Conditions 2421382 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act (only applicable to approved projects) 1. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, stats, or local statutes, ordinances, bylaws,or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time.for completion has been extended to a specified date more than three years,but less than five years,from the date of issuance. If this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting the extended time period are set forth as a special condition In this Order. S. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the Issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used In connection with this project shall be dean fill.Any fill shall contain no trash,refuse, rubbish,or debris,including but not limited to lumber,bricks,plaster,wire, lath, paper, cardboard, pipe,tires,ashes,refrigerators,motor vahicles,or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed,or if such an appeal has been taken, until all proceedings before the Department have been completed. S. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. in the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed worts Is done.The recording Information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped*by the Registry of Deeds,prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental protection"(or,°MA DEP"j " Tile Number 242-1382 WV8fMTA,d06• raw.3AM5 pap AdB Bk 10944 Pg 188 #30623 Massachusetts Department of Environmental Protection DEP Flie Number: Bureau of Resource Protection -Wetlands WPA Form 5 -- Order of Conditions 2421382 Massachusetts Wetlands Protection Act M.G.L. c, 131, §40 C. General Conditions Under Massachusetts Wetlands Protection Act 10. Where the Department of Environmental Protection Is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans Identified In Condition#12 above shall require the applicant to Inquire of the Conservation Commission in wrifing whether the change Is significant enough to require the tiling of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and Inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated In this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 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. 16. Prior to the start of work, and if the project Involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland In the vicinity of the proposed work area shall be marked by wooden stakes or flagging.Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission, 17. All sedimentation barriers shall be maintained In good repair until all disturbed area have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a dally basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary, Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. 18. All work associated with this Order is required to comply with the Massachusetts Stormwater Policy Standards. Special Conditions: If you need mora See attached space for addttloral conditions, select box to attach a text document wpek*-d"-tw.SIM Mile 6 of 9 • Bk 10944 Pg 189 #30623 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number: WPA Form 5 -- Order of Conditions 2421382 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The North Andover hereby finds(check one that applies): Conservation Cwwlsslon 3. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: a.Municipal Ordinance of Bylaw b.Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is Issued. 4. ® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw. North Andover Wetland Protection Bylaw Chapter 178 a.Municipal Ordinance or Bylaw b.Citation 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 that the following conditions modify or differ from the plans,specifications, or other proposals submitted with the Notice of Intent,the conditions shall control. space ou for "10"° c. The special conditions relating to municipal ordinance or bylaw are as follows: a0fcn'l See attached conditions, select box to attach a text document "foes-ft nv.Slim Papp 8 or 0 tsx 1uy44 Leg 1yu ff3VOL3 DEP FILE Therefore,the North Andover Conservation Commission(hereafter the"NACU)hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in the State Regulations,the local Bylaw and Regulations,to protect those interests noted above. The.NACC orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced below. To the extent that the following conditions modify or differ frog the 12jam spedfimeons or other proposals submitted with the Notice of Intent,the conditions shall control. GENERAL CONDITIONS 18.Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures,shall be deemed cause to revoke or modify this Order. 19.This Order does not grant any property rights or any exclusive privileges;it does not authorize any injury to private property or invasion of property rights. However,the NACC,agent of the NACC or the Department of Environmental Protection(DEP) reserves the right to enter and inspect the property at all reasonable times until a Certificate of Compliance is issued,to evaluate compliance with this Order of Conditions, the Act (310 CMR 10.00),the North Andover Wetland Bylaw and Regulations,and may require any information,measurements,photographs,observations,and/or materials,or may require the submittal of any data or information deemed necessary by the NACC for that evaluation. Further,work shall be halted on the site if the NACC,agent or DEP determines that any of the work is not in compliance with this Order of Conditions. Work shall not resume until the NACC is satisfied that the work will comply and has so notified the applicant in writing. 20.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,by-laws or regulations. 21. The work authorized hereunder shall be completed within three years from the date of this order, 22.This Order may be extended by the issuing authority for one or more periods of up to one year each upon application to the issuing authority at least thirty days (30)prior to the expiration date of the Order (Refer to Section 8.3 (p.37)of the North Andover Wetland Regulations). 23.The NACC reserves the right to amend this Order of Conditions after a legally advertised public hearing if plans or circumstances are changed or if new conditions or information so warrant. .24. Where the Department of Environmental Protection(DEP) is requested to make a determination and to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before the Department. C:1Winward10oC11812 Tumpike$t,doa 1 NACC 7/3/2007 Bk 10944 Pg 191 #30623 DEP FILE# 242- 1382 25. This Order of Conditions is issued under File No.242-1382. 26.The conditions of this decision shall apply to,and be binding upon,the applicant,owner, its employees and all successors and assigns in interest or control. These obligations shall be expressed in covenants in all deeds to succeeding owners of portions of the property. 27.The term"Applicant" as used in this Order of Conditions shall refer to the owner,any successor in interest or successor in control of the property referenced in the Notice of Intent:,supporting documents and this Order of Conditions. The NACC shall be notified in writing within 30 days of all transfers of title of any portion of property that takes place prior to the issuance of a Certificate of Compliance. 28.The proposed work includes: The construction of a two-story retail/office building, associated parking,stormwater management structures,access drives, and associated grading within the buffer zone to bank and a BVW associated with=an intermittent stream. The site is also located within Estimated Habitat of the Blandings Turtle (Emsydoidea blandingio,a state protected rare species,but was designed in corporation with NHESP as to result in a no adverse affect on the habitat of the species. 29.The work shall conform to the following (except as noted in the remainder of this document where revisions may be required): Notice of Intent filed by: GPM General Contracting Corp.(Applicant) C/o Gino Fodera 325 N. Main Street,No.15B Middleton,MA 01949 Dated February 2,2007 Jean Paul Proubc(Owner) 1812 Turnpike Strut North Andover,MA 01845 Prepared by: Epsilon Associates,Inc. (Representative) 3 Clock Tower Place,Suite 250 Maynard,MA 01754 Site Plans prepared by: Eastern Land Survey Associates,Inc. 104 Lowell Street Peabody,MA 01960 Entitled"Site Development Permit Plan"dated October 21,2006,revised through May 30,2007,consisting of sheets 1-7. Stamped 8c Signed by Christopher R Mello, P.L.S. Other Record Plans 4c Documents: Stormwater Management Report prepared by Eastern Land Survey Associates,Inc.dated October 2006,revised May 2007 and Stormwater Drainage revisions dated 5/07; CAWinword10001812 TurnpikeSwoc 2 NACC 7/3=07 I Bk 10944 Pg 192 #30623 DEP FILE#242- 1382 Landscape & Lighting PIan dated 5/23/07,revised 6y WO7. Associates,Inc.,-Prepared by Huntress A Operation and Maintenance Plan dated May 2007; Drainage Review Letter prepared by Eggleston Environmental dated May 21,2007; Drainage Review Response Letter prepared by Eastern Land Survey Associates,Inc. dated May 31,2007; Drainage Review Letter prepared by Eggleston Environmental dated June 6,2007; Drainage Review Response Letter prepared by Eastern Land Survey Associates,Inc. dated June 11,2007; Construction Sequencing Plan(no date); Division of Fisheries&Wildlife Natural Heritage& Endangered Species Letter dated June 8,2007. 30.The following wetland resource areas are affected by the proposed work:Buffer Zone to a Bordering Vegetated Wetland(BVW)to an intermittent stream and Bank. These resource areas are significant to the interests of the Act and Town ByLaw as noted above and therein. The applicant has not attempted to overcome the presumption of significance of these resource areas to the identified interests. 31.The NACC agrees with the applicant's delineation of the wetland resource areas on the site and as previously approved under 2421370(ORAD). 32.The NACC finds that the intensive use of the upland areas and buffer zone proposed on this site will cause further alteration of the wetland resource areas. In order to prevent any alteration of wetland resource areas a twenty five foot(251 No-Disturbance Zone and a fifty foot (501 No-Construction Zone shall be established from the edge of the adjacent wetland resource area except in those locations as depicted on the approved plan referenced herein The Conservation Administrator and/or other agents of the NACC do not have the authority to waive these setbacks as established under the local bylaw. No disturbance of existing grade,soils or vegetation is permitted in the No- Disturbance zone. (See Section 3.4&Appendix F of the local Regulations). 33.This document shall be included in all construction contracts,subcontracts,and specifications dealing with the work proposed and shall supersede any conflicting contract requirements. The applicant shall assure that all contractors,subcontractors,and other personnel performing the permitting work are fully aware of the permits terms and CAWinword\0W1$12 TwnpWt.doa 3 NACC 7/3R0p7 Bk 10944 Pg 193 #30623 DEP FILE#242- 1382 conditions. Thereafter,the contractor will be held jointly liable for any violation of this Order resulting from failure to comply with its conditions. 34. The NACC finds the applicant's proposal for buffer zone restoration/enhancement to be adequate. The buffer zone enhancement areas shall be constructed during construction activities and in accordance with the approved Landscape&Lighting Plan referenced herein. This sequence shall be reflected in the revised construction- sequencing plan. 35. The owners of the project and their successors in title, in the event they proceed to alter areas subject to the Commission's jurisdiction under the order,agree that the Order does not in itself impose upon the Town any responsibility to maintain the proposed drainage system and that said Town shall not be liable for any damage in the event of failure. By acceptance of this Order,the owners agree to indemnify and hold harmless to the Town and its residents for any damage attributable to alterations undertaken on this property pursuant to the Order.Maintenance of the drainage system,if accepted by the Town as part of a public way,becomes the responsibility of the Town. 36. Issuance of these Conditions does not in any way imply or certify that the site or downstream areas will not be subject to flooding,storm damage or any other form of water damage. PRIOR TO CONSTRUCTION 37. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or,if such an appeal has been filed, until all proceedings before the Department or Court have been completed. 38. This Order shall be recorded by the applicant at the Registry of Deeds immediately after the expiration of all appeal periods.No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the can 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 registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is to be done.The recording information shall be submitted to the North Andover Conservation Commission on the form at the end of this Order prior to commencement of the work. Any Order not recorded b the applicant before work commences may be recorded b A Y PP y y the NACC at the applicant's expense. 39. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing the words"Massachusetts DBP,File Number 242-1382." C:1Wiaword=01812 Tumplw&doc 4 NACC 7/3/2007 Bk 10944 Pg 194 #30623 DEP FILE#242- 1392 40.Prior to the commencement of any work, the applicant shall submit to the Conservation Department a copy of the approved NPDES Storm Water Pollution Prevention Plan (SWPPP)for the file. 41. Any changes in the submitted plans caused by the applicant,another Board's decision or resulting from this Order of Conditions must be submitted to the NACC for approval prior to implementation. If the NACC finds said changes to be significant,the NACC will call for another public hearing (at the expense of the applicant).Within 21 days of the close of said public bearing the NACC will issue an amended or new Order of Conditions. Any errors found in the plans or information submitted by the applicant shall be considered as changes.The proposed project may be stili under review by other local or state boards or agencies.This may result in changes to the project plans or wetland impacts. If any such changes occur a revised plan and an explanation of the revisions shall be submitted to the NACC for review and approval prior to the start of construction. No work shall begin on a project until written approval has been granted by the NACC. 42. It is the responsibility of the applicant,owner,and/or successor(s)to ensure that all conditions of this Order of Conditions are complied with. The project engineer and contractors are to be provided with a copy of this Order of Conditions and referenced documents before commencement of construction. 43.The applicant submitted a Construction Sequencing Plan and is referenced herein. However,prior to any work commencing on site, the applicant shall submit a revised construction sequencing plan to the NACC for review and approval to include additional items,if not already included, such as a dated timetable of construction,the construction of compensation and retention areas,installation of sedimentation/erosion control devices,roadway infrastructure,and the construction of the associated storrawater management structures. The construction sequence shall specify that the stormwater management structures will be constricted first,prior to any other site preparation. This timetable must continue to be updated throughout the project. 44.Wetland flagging shall be checked prior to start of construction and shall be re-established where missing. All wetland flagging shall remain visible and enumerated per the approved plan(s)throughout the life of the project and until a Certificate of Compliance is Issued so that erosion control measures can be properly placed and wetland impacts can be monitored. The proposed limit of work shall be shall be clearly marked with stakes or flags and shall be confirmed by the NACC. Such markers shall be checked and replaced as necessary and shall be maintained until all construction is complete. Workers should be unformed that no use of madzinery,storage of machinery or materials,stockpiling of soil,or construction activity is to occur beyond this line at any time. All flags used for the above purposes shall be of a color different from other flagging used on the site. 45.A row of staked hay bales backed by trenched siltation fence shall be placed between all construction areas and wetlands. The erosion control barrier will be properly installed and placed as shown on the plans approved and referenced herein and shall be inspected and approved by the NACC prior to the start of construction and shall remain intact until C:\Winword1o0C11812 TumpikeMoo S NACC 7/3007 Bk 10944 Pg 195 #30623 DEP FILE#!242- 1382 all disturbed areas have been permanently stabilized to prevent erosion. All erosion prevention and sedimentation protection measures found necessary during construction shall be implemented at the direction of the NACC. The NACC reserves the right to impose additional conditions on portions of this project to mitigate any impacts which could result from site erosion,or any noticeable degradation of surface water quality discharging from the site. For example,installation of erosion control measures may be . required in areas not shown on the plan(s) referenced in this Order of Conditions. Should such installation be required by the NACC, they shall be installed within 48 hours of the Commission's request. 46. The applicant shall have on hand at the start of any soil disturbance,removal or stockpiling,a minimum of 50 hay bales and sufficient stakes for staking these bales(or an equivalent amount of silt fence). Said bales shall be used only for the control of emergency erosion problems and shall not be used for the normal control of erosion. All additional emergency erosion controls shall be on site prior to the cominencement of any work on site and will be verified by the Conservation Department during the pre- construction meeting. 47. A check payable to the Town of North Andover shall be provided in the amount of $20,000,which shall be In all respects satisfactory to Town Counsel,Town Treasurer,and the NACC,and shall be posted with the North Andover Town Treasurer through the NACC before commencement of work.. Said deposit of money shall be conditioned on the completion of all conditions hereof,shall be signed by a party or parties satisfactory to the NACC,and Town Counsel,and shall be released after completion of the project,provided that provisions,satisfactory to the NACC,have been made for performance of any conditions which are of continuing nature. The applicant may propose a monetary release schedule keyed to completion of specific portions of the project for the NACC's review and approval. This condition is issued under the authority of the local Bylaw. 48.The applicant shall designate a Qualified Professional Wetland Scientist as an"Erosion Control Monitor"to oversee any emergency placement of controls and regular inspection or replacement of sedimentation control devices. The name and phone number of the erosion control monitor must be provided to the NACC in the event that this person has to be contacted,due to an emergency at the site,during any 24-hour period,including weekends. Proof of the retained monitor must be submitted to the Conservation Department on letterhead by the retained consulting firm for subsequent review and approval by the NACC or agent thereof. This person shall be given the authority to stop construction for erosion control purposes.The erosion control monitor will be required to inspect all such devices and oversee cleaning and the proper disposal of waste products. Cleaning shall include removal of any entrapped silt. 49. ON EVERY MONDAY of each week,or otherwise arranged by the NACC,in which construction activities occurs on-site and for as long thereafter as ground remains unstable it is the-applicant's responsibility to ensure that the Environmental Erosion PP P tY / Control Monitor(EMC)monitor the site and submit written reports to the NACC.The CAWmword10001812 TuniplIdLdoc 6 NACC 7WO07 Bk 10944 Pg 196 #30623 DEP FILE#242- 1382 EMC shall certify that,to the best of his/her knowledge and belief based on a careful site inspection,all work is being performed in compliance with this Order of Conditions and that approved setbacks are being adhered to. The EMC must visually inspect all sedimentation/erosion control measures and assume responsibility for their maintenance on a weekly basis and that they are functioning as intended. In addition, all wetland resource areas must be visually inspected for siltation,turbidity,and/or other water quality impacts.Monitoring reports shall include current condition of erosion and sedimentation controls;describe any erosion or sedimentation repair and/ or replacement;and describe any erosion or sedimentation problems and mitigation measures implemented. Such reports shall continue until the applicant requests a less frequent reporting schedule or an end to reports.This request must be submitted in writing and is subject to approval by the Conservation Administrator. 50. The applicant and/or the legal owner of that portion of land upon which these Orders of Conditions have been placed shall provide to the NACC prior to transferring,or assigning any portion of said land to another party,subject to said Orders of Conditions,the"Compliance Certification Form Affidavit"attached via"Appendix A" signed under the pains and penalties of perjury,stating that said applicant and/or owner has read these Orders of Conditions and is in compliance with each and every condition. This document shall apply to each of the conditions referenced herein and shall be provided to the Conservation Department at least five(5) business days after to the closing of said land transaction, 51.Once these above mentioned pre-construction requirements are complete,the applicant shall contact the Conservation Office prior to site preparation or construction and shall arrange an on-site conference with an NACC representative,the contractor,the engineer,wetland scientist and the applicant to ensure that all of the Conditions of this Order are understood. This Order shall be included in all construction contracts, subcontracts,and specifications dealing with the work proposed and shall supersede any conflicting contract requirements. The applicant shall assure that all contractors, subcontractors and other personnel performing the permitted work are fully aware of the permit's berms and conditions. Thereafter,the contractor will be held jointly liable for any violation of this Order of Conditions resulting from failure to comply with its conditions. The applicant or contractor shall notify the NACC in writing of the identity of the on-site construction supervisor hired bo coordinate construction and to ensure compliance with this Order. A reasonable period of time shall be provided as notice for each pre. construction meeting(e.g. 72 hours). STORMWATER MANAGEMENT CONDITIONS 52.All construction and post-construction stormwater management systems shall be conducted in accordance with the approved construction sequence,supporting documents and plans submitted with the Notice of Intent,the Department of Environmental Protection Stormwater Management Policy,and the approved Operation and Maintenance Plan attached herein. CAW1nword100M11812 TumpUtdw 7 NACC 713/2007 13K 1U944 Pg 191 WJUbZJ i DEP FILE#242• 1382 53. Evidence of maintenance of the stormwater management system shall be provided to the NACC on an annual basis by a Registered Professional Civil Engineer.The first report shall be submitted to the NACC one year after the first stormwater structure goes on-line and annual reports must continue to be submitted until a Certificate of Compliance is issued. Compliance with the designed stormwater management system and associated stormwater management conditions shall be satisfied prior to the issuance of a Certificate of Compliance. 54. All drainage structures shall be properly installed and functional. During construction, all drainage structures shall be maintained,as outlined in the approved Operation and Maintenance Plan attached herein. 55. Construction of the stormwater structures shall be constructed and functioning as part of the initial project phase,immediately following clearing and rough grading of the site to serve as siltation control during construction. Runoff from the site shall be directed towards these basins. 56.Temporary and/or permanent basins being used for sedimentation and dewatering during construction shall be cleaned of sediment when levels exceed six(6)inches.The basins shall be cleaned of sediment prior to final grading and construction of permanent stormwater basins. 57.There shall be no increase in the post development discharges from the storm drainage system or any other changes in post development conditions that alter the post development watershed boundaries as currentlydepicted in th icte p e Notice of Intent and approved this Order of Conditions unless specifically PP call a sp y pproved in writing by the Commission. 58. Water quality down gradient of BVW's shall not differ significantly following completion of the project from the pre-development conditions. There shall be no sedimentation into wetlands or water bodies from discharge pipes or surface runoff leaving the site. 59. Prior to the issuance of the Certificate of Compliance,the applicant shall be responsible for cleaning all stormwater structures,in accordance with the approved Operation&Maintenance Procedures Plan attached herein and the associated stormwater management conditions referenced herein. 60. The applicants,owners, and their successors and assignees,shall maintain all culverts, collections basins,traps,outlet structures,subsurface storage areas,and other elements of the drainage system,unless put into an easement to the Town of North Andover,in order to avoid blockages and siltation which might cause failure of the system and/or detrimental impacts to on-site or off-site resource areas,and shall maintain the integrity of vegetative cover on the site. CAVAnword\000 1812 TmpiWt.dw 8 NACC 7/3/2007 Bk 10944 Pg 198 #30623 DEP FILE#242-1382 =DURING CONSTRUCTION 61.IMPORTANT: Immediately upon completion of the dwelling foundation,and prior to further construction activities associated with the site,the applicant shall complete a plan prepared by a Registered Professional Land Surveyor of the Conwnonwealth(R.P.L.S.)which accurately depicts the foundation location and it's proximity to wetland resource areas as approved under this Order of Conditions. Said plan shall be submitted to the Conservation Administrator for approval. 62. Accepted engineering and Best Management Practices (BMPs)for construction standards shall be followed in the conduct of all work. 63. A crushed stone construction entrance shall be designated at all entranc%xYt drives to . . minimize son material tracking m accordance�/ g dance with the approved standards and specifications.Construction entrances shall be maintained and reinforced as necessary. 64. Erosion control devices shall be inspected regularly;any entrapped silt shall be removed to an area outside of the buffer zone and wet3and resource areas;silt fence and hay bales shall be replaced as necessary.The areas of construction shall remain in stable condition at the-close of each construction day.All erosion controls shall be in place throughout the duration of any construction on site or unless authorized by the Conservation personneL 65. Upon beginning work,the applicant shall submit written progress reports evera week detailingwhat work has been done in or near resource areas,eas,and what work is anticipated to be done over the next period.This will update the construction sequence. 66. The buffer zone enhancement plantings shall be implemented in accordance with the approved Landscape&Lighting Plan referenced herein and shall be monitored by a qualified wetland scientist during planting activities. 67. The qualified wetland scientist shall monitor the wetland and buffer zone restoration area for two consecutive growing seasons.Monitoring reports shall be submitted to the Conservation Department at the end of each growing season (spring and fan).A total of P 8 ) four monitoring reports for the restoration areas shall be submitted over a 2-year period. Monitoring reports shall describe,using narratives plans,and color photographs,the physical characteristics of the restoration areas with respect to stability,survival of vegetation and plant mortality,aerial extent and distribution,species diversity and vertical stratification(i.e.herb,shrub and tree layers),and the amount of invasive species in the area.If at the end of the second growing season,or at any time within the 2-year growing season period,it has been determined that a 75% success rate has not been achieved,the NACC shall require additional enhancement measures,such as additional plantings. C:1wmword\0001)812 Tompikekdoo 9 NACC 7/3/2007 Bk 10944 Pg 199 #30623 DEP FILE#242- 1382 66.The NACC finds that the installation of a fence is necessary around the project site within the buffer zone in order to deter trash and other debris from entering the wetland resource area and associated buffer zones. Therefore,a 6-foot high vinyl fence shall be installed from the Turnpike Street entrance to the Berry Street entrance along the easterly limits of the proposed project. Specific locations for the fence may include,but shall not be limited to,installation at the top of the proposed retaining wall along the front parking area closest to Turnpike Street. A 4-foot high vinyl fence may be considered in locations where a 6-foot high fence is not practical as determined and approved by the NACC. Specific locations and heights for the fence shall be proposed by the applicant on a revised landscaping plan and shall be submitted to the NACC for review and subsequent approval. 69. All catch basins shall contain oil/gasoline traps,and it shall be a continuing condition of this order,even after a Certificate of Compliance is issued,that the oil/gasoline traps in the catch basins be maintained. All catch basins shall be free of all accumulated silt and debris before Compliance is issued and the owner or his/her agent shall so specify in the request for Compliance. 70. The sewer lines on the site,where they cross wetland resource areas,shall be tested for water tightness in accordance with North Andover DPW standards. 71. Silt sacs/filter fabric or other siltation/sedimentation protection methods shall be installed at any catch basin/storm drain within 50 feet of the work 72 The Erosion Control Monitor shall be on site during and/or following a major storm event of 1 inch of rain or greater to ensure that soils remain stable,erosion controls are adequate and secure,and that all BMP's are adequately functioning. 73.Approved de-watering activities anticipated shall be supervised and witnessed by the designated erosion control monitor. This desiltx►ee must be on-site at all times while dewatering is occurring. De-watering activities shall be conducted as shown on the approved plans and shall be monitored daily by the erosion control monitor to ensure that sediment laden water is appropriately settled prior to discharge toward the wetland resource areas. No discharge of water is allowed directly into an area subject to jurisdiction of the Wetlands Protection Act and/or the North Andover Wetland Bylaw. If emergency de- watering requirements arise,the applicant shall submit a contingency plan to the Commission for approval,which provides for the pumped water to be contained in a settling basin,to reduce turbidity prior to discharge into a resource area. 74. Associated pavement and roadways shall be swept at least once per week or as directed by the Erosion Control monitor,the Site Supervisor,Project Manager,or the Conservation staff for as long as the site remains exposed and unstabilized. 75. Any fill used in connection with this project shall be clean fill,containing no trash,refuse, rubbish or debris,including but not limited to lumber,bricks,plaster,wire,lath,,paper, cardboard,pipe,tires,ashes, refrigerators,motor vehicles or parts on any of the foregoing. CAWinwordOOC11812 Tun p keSbdoc 10 NACC 7/3/2007 Bk 10944 Pg 200 #30623 DEP ME#242- 1382 76.All exposed soil finish grade surfaces shall be immediately landscaped and stabilized,or loamed,seeded and mulched,with a layer of mulch hay.All disturbed areas mast be graded,loamed and seeded prior to November tat of each year. Outside of the growing season,exposed soil finish grade surfaces shall be stabilized with a layer of mulch hay until climate conditions allow for seeding. During construction,any area of exposed soils that will be left idle for more than 30 days shall be stabilized with a layer of mulch hay or other means approved by the NACC. 77.No re-grading in the buffer zone shall have a slope steeper than 21 (horizontak vertical). Slopes of steeper grade shall be rip-rapped to provide permanent stabilization. 78. Equipment shall not be staged overnight within 50-feet of a wetland resource area. 79.There shall be no stockpiling of soil or other materials within twenty-five(25)feet of any resource area. 80.Washings from concrete trucks,or surplus concrete,shall not be directed to,any drainage system,or wetland resource area. 81.All waste generated by,or associated with, the construction activity shall be contained within the construction area,and away from any wetland resource area. There shall be no burying of spent construction materials or disposal of waste on the site by any other means. The applicant shall maintain dumpsters(or other suitable means) at the site for the storage and removal of such spent construction materials off-site. However,no trash dumpsters will be allowed within 50'of areas subject to protection under the Act or local Bylaw. 82.During and after work on ibis project, there shall be no discharge or spillage of fuel,or other pollutants into any wetland resource area. If there is a spill or discharge of any pollutant during any phase of construction the NACC shall be notified by the applicant within one (1)business day, No construction vehicles are to be stored within 100 feet of wetland resource areas,and no vehicle refueling,equipment lubrication, or maintenance is to be done within 100 feet of a resource area. AFTER CONSTRUCTION 83.No underground storage of fuel oils shall be allowed on any lot within one hundred(100) feet of any wetland resource area. This condition shall survive this Order of Conditions and shall run with the title of the property. This condition is issued under the authority of the Town's Wetland protection Bylaw. 84.Fertilizers utilized for landscaping and lawn care shall be slow release,low nitrogen types (< 5%),and shall not be used within 25 feet of a resource area. Pesticides and herbicides shall not be used within 100 feet of a wetland resource area. This condition shall survive this Order Q%Winwordlo 01812 7Lrnpike5t.doc 11 NACC 7/3/2007 Bk 10944 Pg 201 #30623 DEI'FILE#242. 1382 of Conditions and shall run with the title of the property. This condition is issued under the authority of the Town's Wetland Protection Bylaw and shall remain in perpetuity, 85. The approved Operation &Maintenance Plan is fully binding upon the applicant and/or owners,successors,agents,associations,heirs and assigns and must be adhered to in perpetuity. 86. Prior to the issuance of a Certificate of Compliance,'the applicant shall submit an Affidavit from the assignee.(s) acknowledging the Operation &Maintenance responsibilities of the stormwater management systems in accordance with the approved Operation&Maintenance Plan and other perpetual conditions mandated in this Order. 87. No road salt,sodium chloride,or other de-icing chemicals shall be used on paved surfaces within the buffer zone,and any arrangement for snow removal shall so stipulate due to the importance of the site and wetlands. Permanent signs designating"No-Salt Zone"and "No-Snow Stockpiling Zones"shall be displayed in prominent locations. The location and placement of these signs are subject to review and subsequent approval by the NACC or Agent thereof. Signs are available for purchase at the Conservation Department. Additional snow management procedures and snow storage/removal operations shall be addressed in accordance with the approved Operation&Maintenance Plan and designated snow storage areas as depicted on the approved Landscape & g Li htin Plan referenced Lighting herein. 88. Upon completion of work,the applicant shall permanently mark the edge of the"25'No- Disturbance Zone"with eight(8)signs or markers spaced evenly every ao feet Incorporating the following text: "Protected Wetland Resource.Area". This will designate their sensitivity and assure no further inadvertent encroachment into the wetland. These permanent markers are subject to review and approval by the NACC. The applicant shall instruct all agents to explain these markers to buyers/lessees/landscapers and all persons taking over the property from the applicant. 89. Upon completion of construction and grading,all disturbed areas located outside resource areas shall be stabilized permanently against erosion. This shall be done either by loaming and seeding according to SCS standards.. If the latter course is chosen,stabilization will be considered complete once vegetative cover has been achieved. 90. Upon approved site stabilization by staf,the erosion controls shall be removed and properly disposed of and all exposed unvegetated areas shall be seeded, 91. Upon completion of the project the applicant shall submit the following to the Conservation Commission as part of a request for a Certificate of Compliance: a. WPA Form 8A-"Request for a Certificate of Compliance." b. A letter from the applicant requesting a Certificate of Compliance. c. The name and address of the current landowner. CAWinword10=1812 Turnp&@Stdoc 12 NACC 7/3/2007 Bk 10944 Pg 202 #30623 DEP FILE#242-1382 d. Signed statements from the individual property owners shall be submitted with the request for a Certificate of Compliance indicating that they read and understood the recorded Order of Conditions prior to purchasing their property. e. The name and address of the individual/trust or corporation to whom the compliance is to be granted. f. The street address and assessor's map/parcel number for the project. g. The DEP file number. h, A written statement from a Registered Professional Civil Engineer(and/or Registered Professional Land Surveyor) of the Commonwealth certifying that the work has been conducted as shown on the plan(s)and documents referenced above,and as conditioned by the Commission. i. An"As-Built"plan prepared and signed and stamped by a Registered Professional Civil Engineer (and/or Registered Professional Land Surveyor) of the Commonwealth,for the public record. This plan will include: D "As-Built" post-development elevations of all drainage&stormwater management structures constructed within 100 feet of any wetland resource area, NOTE: If portions of the stormwater systems exist partially within the Buffer Zone than the entire structure must be depicted to accurately verify compliance. i ➢ "As-Built" post-development elevations and grades of all filled or altered wetland resource areas including the encompassing buffer zone,which is regulated as a resource area under the local Wetland Protection Bylaw. ➢ Distances from structures to wetland resource areas. Structures include(but are not limited to) septic systems,additions,fences,sheds,stone walls, pools,retaining walla, subsurface utilities and decks. A line showing the limit of work and the extent of existing erosion control devices. "Work"includes=disturbance of soils or vegetation. D Location of all subsurface utilities entering the property. 92.The following special conditions shall survive the issuance of a Certificate of Compliance (COC)for this project: 25' No-Disturbance Zone and a SO'No-Construction Zone shall be established from the edge of adjacent wetland resource areas except in those locations approved under this filing. Future work within 10O'of existing wetland resource areas will require a separate filing with the NACC. The Conservation Administrator and/or other agents of the NACC do not have the authority to waive these setbacks as established under the local Bylaw (Condition#32); MWinword00CM 812 TurnpiiceSt.doc 13 NACC 7/3/2007 Bk 10944 Pg 203 #30623 DEP FILE#242-1382 Discharge or spillage of pollutants(Condition#82); Maintenance of catch basins(Condition#69); ➢ Maintenance of all culverts,collections basins,traps,outlet structures, subsurface storage areas,and other elements of the drainage system,unless put into an easement to the Town of North Andover, in order to avoid blockages and siltation,which night cause failure of the system and/or detrimental impacts to on-site or off-site resource areas (Condition#60); Prohibition of underground fuels (Condition#83); Y Limitations on the use of fertilizers,herbicides,road salts,de-icing compounds and pesticides (Conditions#84& #87). The attached"Stormwater Operations and Management Plan",including Best Management Practices. No additional filings will be required'to conduct maintenance of the above referenced system and plan (Condition# ). CAWinword100CU 612 TumpffceSt.doc 14 NACC 7/3/2007 i Bk 10944 Pg 204 #30623 DEP FILE#242-1382 APPENDIX A—AFFIDAVIT ' I, on oath do hereby depose and state: (authorized agent of applicant and/ or owner) (PLEASE CHECK AT LEAST ONE BLOCK) 1) I am the of (position with applicant) (applicant's name) the applicant upon whom the Order of Conditions have been (DEP or NACC Pile#) placed upon by the North Andover Conservation Commission (NACC. and / or 2} I am the of (position with owner) (owner) the owner upon whose land Order of Conditions have been (DEP or NACC He#) placed upon by the NACC. ♦ I hereby affirm and acknowledge that I have received said Order of Conditions and have read the same and understand each and every condition,which has been set forth in said Order of Conditions. ♦ I hereby affirm and acknowledge that on this day of .20---,I inspected said property together with any and all improvements,which have been made to the same and hereby certify that each and every condition set forth in the Order of Conditions are presently in compliance. ♦ I hereby affirm and acknowledge that this document will be relied upon by the NACC,as well as any potential buyers of said property,which is subject to the Order of Conditions. Signed under the pain and penalties of pen jury Us day of 20 (Authorized agent of applicant or owner) CAWinwotdOOC11812 TumpikeStdoe iS NACC 713/2007 Bk 10944 Pg 205 #30623 OPERATION AND NIAINTENANCE PLAN PROPOSED STORMWATER MANAGEMMU FACILITIES 18201830 TURNPIKE STREET NORTH ANDOVER, MASSACHUSETTS MAY 2007 The following Operations and Maintenance Plan("0&M")has been prepared to ensure that proposed systems function as designed. The 0&M plan includes a maintenance schedule to ensure that structural and non-structural components are implemented properly-and identifies the responsible parties. A brief summary of the specific BMP'a to be implemented at the site are as follows; Site.Layout Any natsuaily and maintained vegetated buffers temporarily disturbed during stormwater structure installation will be stabilized upon completion of project activities. Source Control naive source control program will be implemented at the site which includes regular pavement sweeping(at least four times per year),catch basin cleaning,and Storm r 1 to cleaning cep g and infiltration bed inspection and cleaning Spill Prevention A spill prevention plan that includes an emergency notification plan and cleanup program Will be developed as part of the National Pollution Discharge Elimination System MDES)Construction aural Permit. At a minimum the following good housekeeping practices will be followed on site during construction: 1. An effort will be made to store only enough product required to do the job. 2. All materials stored on-site will be kept in a not orderly manner in their appropriate containers and,if possible,under a roof or other enclosure. Bk 10944 Pg 206 #30623 Structural Methods A. Deep Sump Catch Basins 1. During Construction a. Protect catch basins grates with hay bales,check dams until base paving course is installed and landscaped areas are stabilized and/or vegetated, b. Inspect basins monthly or following rainstorms of greater than one inch in 24 hours and clean when sediment levels are greater than twelve inches. 2. Long Term a. Inspect basins monthly and clean as necessary,but at least twice annually. B. Stormceptor Unit 1. Maintain in accordance with Manufacturer's recommendations(copy follows). The Stormceptor Units shall be inspected at least four times annually and after any spill event. The units shall be maintained annually and immediately following any spill event. C. Infiltration Beds 1. During Construction a. Before the development site is graded,areas of infiltration beds should be roped off to prevent heavy.equipment from compacting the underlying soils. b. Infiltration beds shall not be used as temporary sediment traps during construction. C. During and after excavation,all excavated materials should be placed away from the infiltration beds to prevent redeposition during runoff events. All excavated materials should be properly handled and disposed, during and ager construction. d. Light earth-moving equipment should be used to excavate the infiltration basin. The basin floor should be deeply tilled with a rotary tiller or a disc harrow to restore infiltration rates,after final grading. Bk 10944 Pg 207 #30623 2. Long Term a. The infiltration beds shall be inspected following each major storm (more than one inch of rainfall in 24 hours)but at least four times annually. Water levels in the observation wells should be recorded at the beginning,24 hours and 48 hours following a major storm. The water level should not exceed six inches at 48 hours after the end of the storm. If so,the bed is likely to require cleaning or replacement. The use and maintenance of pretreatment BNVI s (catch basins and Stormceptors)will minimize the likelihood of maintenance of the infiltration beds. D. Snow Removal Snow removal will be conducted in accordance with the DEP,Bureau of Resource Protection Snow Disposal Guidance,effective March 8,2001. Snow will not be stockpiled in or adjacent to wetland resource areas. Snow will be stockpiled in the designated soil stockpile areas shown on the project plans. Snow will not be stockpiled within the 25'No-Disturbance Zone or on top of storm drains. E. Trench Drain and Pump System 1. Trench drain shall be inspected monthly and cleaned as necessary but at least twice annually. 2. Pump Chamber—Pump chamber,pumps,controls and alarms shall be inspected on a semi-annual basis. Debris solids shall be removed from the chamber, Elapsed time meters for pumps shall be read and noted,as well as proper operation of all pumps and float switches. Any maintenance procedures shall be noted. 3. Emergency Procedures—The building is to be provided with an on-site, natural gas or propane-fired emergency generator. The generator capacity and switching design shall include the capability to run the pumps. 4. In the event of pump failure,the building owner and/or manager shall be notified immediately to effect repairs or emergency pumping. F. Erosion Control Procedures 1. Staked hay bales, silt fence,temporary diversion swales and sediment basins shall be installed in accordance with this plan or as otherwise directed by the project engineer or the Conservation Commission prior to commencement of construction activities. 20 additional bay bales and 100 ft.of silt fence shall be kept on site for repairs or other erosion control Bk 10944 Pg 208 #30623 needs. The contractor shall inspect erosion control facilities weekly and after every rainfall event to confirm that same are properly functioning. Any deficiencies in the erosion control facilities shall be corrected immediately. 2. Allsoil stockpiles shall be protected against erosion utilizing erosion control barriers and/or crushed stone filter dikes. Any stockpiling of soils with a duration of longer than two days shall be done outside of the Buffer Tone. 3. Catch basins shall be protected with filters,as shown hereon until no sediment transport is visible during rainfall events. Filters shall be inspected weekly and maintained as necessary. 4. Temporary erosion control measures to be taken during construction shall conform with the"Massachusetts Erosion and Sediment Control Guidelines,Urban and Suburban Areas"dated March 1997, and may include some or all of the following measures: • Temporary seeding • 'Temporary mulching (straw) • Permanent seeding Hydroseeding • Sodding • Placement of hay or jute netting during winter months 5. Debris and/or litter shall be removed from the site on a weekly basis. 6. If dust is generated during construction,it shall be controlled by use of water trucks, sprinkling or temporary stabilization methods. 7. Afthe completion of the project,all disturbed areas shall be permanently stabilized with loam and seed or other ground cover. All stormwater BMP's shall be inspected and cleaned as necessary. Paved areas shall be swept. The party responsible for Operation and Maintenance of the Stormwater Management Facilities is: OFM General Contracting Corporation 325 N.Main Street#15B Middleton,MA. 01949 Tel: 617.877-9963 Or its heirs and assigns. Bk 10944 Pg 209 #30623 -.AJ\�.t+�AW4CL%iCLL l�I,4lil�lC/IR(f\iG t aNU.GYM10 I Oil is removed through the 6"inspectionMeanout pipe and sedireent is removed through the 24" diameter outlet riser pipe. Alternatively,oil could be removed from the 24"opening if water is removed from the treatment chamber,lowering the oil level below the drop pipes. The depth of sediment can be measured from the surface of the Stormceptor with a dipstick tube equipped with a ball valve(Sludge Judge*). Rinker Materials recommends maintenance be performed once the sediment depth exceeds the guideline values provided in Table 8. Tablet. Sediment D Us In*k-Ating Model Sediment Pffth 4501 8" 200 mm 900 8" rnm) 1200 10" (250 mm) 1800 15" 375 mm 2400 12" (300 mm) 3600 17" 425 mm) 4800' 15" (373 mm) 6000 18" (450 mm) 7200 15" 375 mm 11000s 17" (425 mm)** 130001 20" (500 mm)** 160003 17" (425 mm)** « Depths are approximate **Depths In each soucture No entry into the unit is mquurod for routine maintenance of the Inlet Startaceptor or the smaller disc insert models of the In-Lane Stormeepton Entry to the level of the by-pass may be required for servicing the lager in-lute models. Any potential obstructions at the inlet can be observed from the surface. The by-pass chamber bas been designed as a platform for authorized maintenance personnel, is the event that an obstruction needs to be removed,drain flushing needs to be performed,or camera surveys are required. Typically,maintenance is performed by the Vacuum Service Industry,a well established sector of the service industry that cleans underground tanks,sewers,and cstch•basina Costs to elm a Stormceptor Ifn will vary based on the size of the unit and transportation distances. If you need assistance for cleaning a Stormcaptor unit,contact your local Rinker Materials representative.or the Rinker Materials Stornceptor Information Line at(800)909-7763. _ . t Dkp" The requirements for the disposal of material froin a Stortuceptor are similar to that of any other Best Management practices(BWa). Local guidelines should be consulted prior to disposal of the separator contents. In moat areas the sediment,once dewatered,can be disposed of in a sanitary landML It is not anticipated that the sediment would be clesaiffed as hazardous waste. In some areas,mixing the water with the sediment will create a slurry that cars be discharged into a trunk sanitary server. In all disposal options,approval from the disposal facility operator/agency is required. J%ftleum"ta ptndtmts collected in 5tormceptor(oil/chamicWtuel spills)should be removed by a licensed waste management COMM. 1 Bk 10944 Pg 210 #30623 LlMassachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number. WPA Form 5 - Order of Conditions 2421382 Massachusetts Wetlands Protection Act M.G.L, c. 131, §40 E. Issuance This Order is valid for three years,unless otherwise specified as a special 7 '� condition pursuant to General Conditions*4,from the date of issuance. t.Date of hoUnce Please indicate the number of members who will sign this form: C This Order must be signed by a majority of the Conservation Commission. 2.Number orSlgnera The Order must be mailed by certified mall (return receipt requested)or hand delivered to the applicant.A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office,if not filing electronically,and the prope if different from applicant. Signatures: 7 for #I i 01— A^ Notary Acknowledgement Commonwealth of Massachusetts County of Essex North On this ,�� of Day Month Year Before me, the undersigned Notary Public, S-c.o+ MAL&Se— personally appeared Name of Document Signer proved to me through satisfactory evidence of identification,which was/were Massachusetts License DeswWon of evidence of Identification to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he/she signed it voluntartly for its stated purpose. As member of N�Y'rro" over Conservation Commission ooterONWid1� a� Qnature of Notary Pubic Mr ttWA L&*0=AW 7,2009 I inn-.ML A kgrA`ritr Printed Ne7 of N#ry Pubic Place notary seal and/or any stamp abovea Od My Com to fres(Date) This Order is issued to the applicant as follows: ❑ by hand delivery on dby ce mall, return receipt requested,on 7 0 Date Date wpor"-doo-M.3mm Papp 7 of Y s Bk 10944 Pg 211 #30623 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number: WPA Form 5 - Order of Conditions 2421382 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 F. Appeals The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land subject to this Order,or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Offioe to Issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Request of Departmental Action Fee Transmittal Form, as provided In 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she Is not the appellant.Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project, Previous participation In the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order or Determination,or providing written Information to the Department prior to issuance of a Superseding Order or Determination. The request shah state dlearly 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.1.. c. 131, §40)and is Inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw,and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. Section 0, Recording Infonmation Is available on the following page. wpabms da- rev.alm Pape s of$ Bk 10944 Pg 212 #30623 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands DEP File Number: . WPA Form 5 - Order of Conditions 242 1382 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 G. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district In which the land is located,within the chain of title of the affected property. In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land,this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions.The recording Information on Page 7 of this form shall be submitted to the Conservation Commission listed below. North Andover Conservation Commission Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. ........................................................................................................................... To: North Andover conservation commission Please be advised that the Order of Conditions for the Project at: 242-1382 Prot Location DEP FM Number Has been recorded at the Registry of Deeds of. county gook pap for. Property Owner and has been noted In the chain of title of the affected property In: Book page In accordance with the Order of Conditions Issued on: Date If recorded land,the Instrument number identifying this transaction is: Instrument Number if registered land,the document number identifying this transaction is: Document Number Signature of Applicant vipalaa�5.doa•»v,anal • Pnae9da