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HomeMy WebLinkAbout2026/04/28 - Site Plan Review Modification - Timestamped Notice of Decision - 203 Turnpike Street Town of North Andover office of the Planning Department Community Development and Services Division 120 Main Street . North Andover,Massachusetts 01845 ::': NOTICE OF DECISION SITE PLAN REVIEW SPECIAL PERMIT MODIFICATION Any appeal shall be filed within(20) days after the date of filing this notice in the office of the Town Clerk. Date: April 28,2026 Date of Hearing: April 7,2026, April 28, 2028 Date of Decision: April 28,2026 Petition of: Andrew Kellar AC Development,LLC 7295 Surfbird Circle Carlsbad, CA 92008 Premises Affected: 203 Turnpike Street,North Andover,MA 01545 Assessor's Map 24 Lot 28 Referring to the above application for a Site Plan Review Special Permit Modification under Article 8, Part 3 Section 195--8.17. Revisions to Approved Site Plans,Article 10 Section 195-10.7 Special Permits of the North Andover.Zoning Bylaw and MOL c. 40A, Sec 9. Proposed improvements include construction of three separate carports,which include installation of approximately 10,000 SF of PV panels atop of approximately 12,000 SF of carport roof area. The Project is located within the Business 4 Zoning District. After a public hearing given on the above dates, and upon a motion by P. Boynton and 2"by J. Simons to APPROVE the Site Plan Review Special Permit as amended and contingent on final strormwater peer review sign-off and subject to the following conditions. The vote was(4-0) in favor of the application. w r Jean Enright On behalf of the North Andover Planning Board Eitan Goldberg, Chairman Peter Boynton Kate Kelly John Simons 1 203 Turnpike Street Site Plan Review Special Permit Modification April 28,2026 The Planning Board herein APPROVES the Site Plan Review Special Permit Modification to allow for construction of three separate carports, which include installation of approximately 10,000 SF of PV panels atop of approximately 12,000 SF of carport roof area. The project is located within the Business 4 Zoning District. The application is filed in accordance with Article 8, Part 3 Section 1.95-8.17. Revisions to Approved Site Plans,Article 1.0 Section 195-10.7 Special Permits of the North Andover Zoning Bylaw and MGL c. 40A, Sec 9. This Special Permit was requested by Andrew Keller,AC Development LLC, 7295 Surfbird Circle, Carlsbad, CA 92008. The Applicant submitted a complete application on March 5,2026, which was noticed and reviewed in accordance Town of North Andover Zoning Bylaw and MGL Chapter 40A, Section 9. The motion to approve was subject to the FINDINGS OF FACTS and SPECIAL CONDITIONS set forth in this decision. The public hearing on the above referenced application was opened on April 7, 2026 and closed on April 28, 2026. The Planning Board voted unanimously(by a vote of 4-0) to grant the Site Plan Review Special Permit Modification.. A special permit issued by the Planning Board, as special permit granting authority, requires a vote of at least four members of a five-member board. The Applicant is hereby notified that should the Applicant disagree with this Notice of Decision ("Decision"),the Applicant has the right, under MGL Chapter 40A, Section 17, to appeal this.Decision within twenty days after the date this Decision has been filed with the Town Clerk. The Planning Board makes the following findings as required by the North Andover Zoning Bylaws Article 8, Part 3 Site Plan Review and Section 195-10.7. The Planning Board makes the finding that the intent of the Bylaw, as well.as its specific criteria, are met. This Decision specifically stated by the Planning Board makes the following FINDINGS OF FACT: 1) Thee specific Site is an appropriate location for such a use, structure or condition. The carports and solar energy system are deemed to be an accessory use for an existing development. 2) The use as developed will not adversely affect the neighborhood character. The installation of carports and solar energy system will.maintain the existing patterns of access, parking, and stormwater management. 3) There will be no nuisance or serious hazard to vehicles or pedestrians. The Fire Department has reviewed and approved the SWEPT PATH Analysis and concerns expressed regarding access and setup of the ladder truck have been addressed. 4) Adequate and appropriate facilities will be provided for the proper operation of the proposed use. Adequate and appropriate facilities will be provided for the proper operations and use of the Site. New electric utility lines will be installed and connected to an existing pole with a new mounted transformer in coordination with National Grid. 5) The use is in harrnon with the general purpose and intent of this Zoning Bylaw. In addition to the reasons described herein and as shown on the Plans and stormwater management report,and other information submitted as part of this 2 203 Turnpile Street Site Plan Review Special Permit Modification April 28,2026 Application,the proposed use is in harmony with the general purpose and intent of this Zoning Bylaw. The Site is comprised of approximately 5.31. acres and is currently occupied by the North Andover Medical Park, which consists of 2-four story buildings that house various medical and other office uses. The Site includes parking and access on each side of the buildings with the majority of parking in the rear. The Site is bounded by Turnpike Street to the north,Andover Street to the east, and an existing wetland area to the south and west. The proposed Project involves installing multiple carports, each equipped with photovoltaic panels for solar energy, over approximately 63 existing parking spaces. This installation will not alter the existing number of parking spaces or disrupt the current traffic flow within the lot. An electric line is planned to connect these structures to an existing utility pole where a new transformer will be installed. 6) On July 24, 1990,the Planning Board approved a Site Plan Review Special Permit for the Site, which allowed for the construction of a 18,583 SF 4--story addition to an existing structure 7) The proposed carports are located outside of the 100-buffer of wetland resource areas south and west of the existing buildings and therefore the Project is outside of the Conservation Commission jurisdiction. The Conservation Administrator has confirmed the wetland delineation. 8) Stormwater Management: The stonnwater management design for the proposed Project includes collection of stormwater runoff in catch basins with deep sumps and hooded outlets for treatment, implementation of an[operation &Maintenance Plan for the proposed stormwater management system that describes the various components of the system, identifies inspection and maintenance tasks, and provides a schedule to follow, and implementation of a Long-Term Pollution Prevention Plan(LTPPP)to prevent illicit discharges to the stormwater management system. The stormwater management design is in accordance with the Town Bylaw requirements and Best Management Engineering and Practices, and the most recent version of the MA DEP Stormwater Handbook, and has been reviewed by the Town's outside consulting engineer,Horsley Witten. (See correspondence from Horsley Witten dated March 25,2026,April 3, 2026,and May 4,2026, and response comments from.Nobis dated March 30,2026 and April 21, 2026. 9) The Project has been reviewed by the North Andover Fire Department(email communication from Tim McGuire dated April 2, 2026 and April 23, 2026),North Andover Police Department(see email communication dated March 9, 2026,the Conservation Department(email communication from Amy Maxner dated March 9, 2026), and Department of Public works(email communication from Tim Willett dated March 17 and April 22, 2026). 3 203 Turnpike Street Site Plan Review Special Peri-nit Modification April 28,2026 WAIVERS 1.0) Chapter 1.95 Article 8.14.E.16—Landscape Plan Chapter 195 Article 8.14.E.17—Refuse Areas Chapter 195 Article 8.14.E.18__._Lighting Facilities Chapter 195 Article 8.1.4.E 19 Traffic Impact Study Chapter 195 Article 8.14.E.20—Commonwealth Review Chapter 1.95 Article 8.14E.21 -Utilities (Profiles) Chapter 195 Article 8.14.22—Fiscal Impact Report Chapter 195 Article 8.14.23 —Community Impact Report 11) Finally,the Planning Board finds that this Project generally complies with the Town of North Andover Zoning Bylaw requirements as listed in Section 195-8.1.4, as well as Part 3 Site Plan Review, 195-10.7. The Planning Board hereby grants an approval to the Applicant provided the following conditions are met: SPECIAL CONDITIONS: 12) For the purposes of the decision,the Planning Board approves the following Permit Definitions*. i. The "Locus" or "Site" refers to the parcels of land with land fronting on Turnpike Street shown on Assessor's Map/Lot 024.0-0028, mown as 203 Turnpike Street,North Andover, Massachusetts. ii. The "Plans" refer to the Plans prepared by Nobis Group, 55 Technology Drive, Lowell, MA 01851, entitled "Solar Carport for 203 Turnpike Street, North Andover,MA 01845", dated March 5, 2026,revised to April 21,2026 to consisting of sheets: Cover Sheet, G--1., Existing Conditions, C-1, C-2, C- 3. iii. The"Project"refers to the proposed improvements include construction of three separate carports,which include installation of approximately 10,000 SF of PV panels atop of approximately 12,000 SF of carport roof area. The Project is located within the Business 4 Zoning District. iv. The "Applicant" refers to Andrew Kellar of AC Development LLC, the Applicant for the Site Plan Review Special Permit Modification, its successors and assigns. V. The "Project owner"refers to the person or entity holding the fee interest to the title to the Locus from time to time, which can include but is not limited to the Applicant,developer, and owner. 13) All stormwater management best practices shall be maintained as specified in the Operations and Maintenance Plan, dated March 5,2026 and revised to April 21, 2026. 14) Except as modified by this Decision,all terms and conditions described the July 24, 1990 Site Plan Review Special Permit shall remain in full force and effect. 15) The Planning Director shall approve any changes made to these plans. Any changes deemed substantial by the Town Planner would require a public hearing and modification to the Special Permit by the Planning Board. PRIOR TO ISSUANCE OF SITE WORK,BUILDING PERMIT,OR CONSTRUCTION 4 203 Turnpike Street Site Plan Review Special Permit Modification April 28,2026 16) The Applicant will provide copies of all Decisions,Notification, and orders of Conditions from the North Andover Conservation Commission. 17) Two (2)copies of the signed, recorded decision and with endorsed plans attached must be delivered to the Planning Department. 18) In consultation with the Director of Planning,the Applicant shall designate an Independent Environmental Monitor. The monitor shall read, sign, and return to the Planning Director the Letter of Agreement for Independent Monitors. The Environmental Monitor must be available upon four(4)hours' notice to inspect the Site with the Planning Board designated official. The monitor shall make weekly inspections of the Project,provide monthly reports to the Planning Department throughout the duration of the Project, and detail any areas of non-compliance and corrective actions. The monitor will also provide reports following heavy rain events. 20) A construction schedule shall be submitted to the Planning Staff for the purpose of tracking the construction and informing the public of anticipated activities. 21) The proposed catch basin protections shall be installed. 22) The Applicant shall sign the Illicit Discharge Statement included in the operations and Maintenance Plan and return a copy of the signed document to the Planning Department. 23) A bond in the amount of ten thousand dollars ($10,000.00) shall be posted for the purpose of insuring that the Site is constructed in accordance with the approved plan and that a final as-built plan is provided, showing the location of all on-site structures (Site utilities, structures, curb cuts,parking spaces and drainage facilities, including invert elevations of all stormwater structures). This bond shall be in a form acceptable by statute. 24) All erosion control measures as shown on the Plan must be in place and reviewed by the Town Planner and Conservation Department. 25) A pre--construction meeting must be held with the developer,their construction employees, Planning Department and Conservation Department(and other applicable departments)to discuss scheduling of inspections to be conducted on the Project and the construction schedule. DURING CONSTRUCTION 26) Dust mitigation must be performed weekly, or more frequently as directed by the Planning Director,throughout the construction process. The Site must be kept clean and swept regularly. 27) Any stockpiling of materials (dirt, wood, construction material, etc.) must be shown on a Plan and reviewed and approved by the Planning Staff. Any approved piles must remain covered at all tunes and fenced off to minimize any dust problems that may occur with adjacent properties. 5 203 Turnpike Street Site Plan Review Special Permit Modification April 28,2025 28) It shall be the responsibility of the developer to assure that no erosion from the construction Site shall occur which will cause deposition of soil or sediment upon adjacent properties or public ways, except as normally ancillary to off-site construction. Off-site erosion will be a basis for the Planning Board making a finding that the Project is not in compliance with the Plan; provided, however,that the Planning Board shall give the developer written notice of any such finding and seven days to cure said condition. PRIOR TO A CERTIFICATE OF OCCUPANCY 29) The Applicant must submit a letter from the Project engineer of the Project stating that the building, landscaping, lighting and Site layout substantially comply with the Plans referenced at the end of this decision as endorsed by the Planning Board and that the stormwater management structures are functioning as designed. 3 0) The Applicant shall submit a final, signed operations and Maintenance Plan to the Planning Director. 31) In accordance with 4.a of Horsley Witten's April 3, 2026 peer review letter,the Applicant shall notify the Planning Director when.the proposed hooded outlets (Eliminators)have been added to the existing catch basins to improve the TSS removal obtained. The Applicant has noted that the catch basins require maintenance to confirm the depth of the sumps. After the maintenance in conducted an inspection shall be scheduled to confirm the catch basins have 4-foot--deep sumps. 32) All stormwater structures shall be cleaned, in accordance with the approved Operation and Maintenance Plan. PRIOR TO THE RELEASE OF THE PERFORMANCE BOND 33) The Applicant shall submit an as-built plan stamped by a Registered Professional Engineer in Massachusetts that shows all construction, including story-nwater structures and other pertinent Site features. This as-built plan shall be submitted to the Town Planner for approval and must be provided in paper form as well as in SDF (Standard.Digital File)format. 34) The Planning Board must by a majority vote make a finding that the Site is in conformance with the approved plan. GENERAL CONDITIONS 35) Any plants, trees, shrubs, or fencing that have been incorporated into the Plans approved in this Notice of Decision that die or fall into disrepair must be replaced by the Project owner in perpetuity. 3 6) The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavation. 37) Gas,Telephone,Cable and Electric utilities shall be installed underground as specified by the respective utility companies. 38) The hours for construction shall be limited to between 7:00 a.m.and 5:00 p.m.Monday through Friday, and between 8:00 a.m. and 5:00 p.m. on Saturday. 6 203 Turnpike Street Site Plan Review Special Permit Modification April 28,2026 39) No open burning shall be done except as is permitted during burning season under the Fire Department regulations. 40) 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. 41) Any action by a Town Board, Commission,or Department,which requires changes in the Plans or design of the building,as presented to the Planning Board,may be subject to modification by the Planning Board. 42) Any revisions to the Plans shall be submitted to the Planning Director for review. 1f these revisions are deemed substantial,the Developer must submit revised plans to the Planning Board for approval. 43) Pursuant to the North Andover Zoning Bylaw Section 195-10.7, this Special Permit approval shall be deemed to have lapsed April 28, 2028 (two years from the date of issuance) exclusive of the time required to pursue or await determination of any appeals, unless substantial use or construction has commenced within said two-year period. Substantial use or construction will be determined by a majority vote of the Planning Board. 44) The following information shall be deemed part of the decision: Plan titled: "Solar Carport for 203 Turnpike Street,North Andover,MA 01845" Prepared for: Andrew Kellar AC Development, LLC 7295 Surfbird Circle, Carlsbad, CA 92008 Sheets: Cover Sheet,G-1, Existing Conditions, C-1, C-2, C--3. Prepared by: Nobis Group 55 Technology Drive Lowell, MA 0 18 51 Date: March 5, 2026, revised to April 21, 2026 Operations & Maintenance Plan Prepared by: Nobis Group 55 Technology Drive Lowe 11,MA 0 18 51 Date: March 5, 2026 revised to April 21, 2026 cc: Applicant Engineer Abutters Owner 7 SOLAR CAR ORT 203 TURNPIKE STREET NORTH ANDOVER, MA SHEET INDEX W �5 I.D. NO. DRAWING NAME SITE ENGINEER CS COVER SHEET NOBIS GROUP-55 TECHNOLOGY DRIVE LOWELL,MA 01851 G 1 1 GENERAL NOTES AND LEGEND SURVEYOR MERRIMACK ENGINEERING SERVICES-66 PARK STREET ANDOVER,MA 01814 :3 s 2 EXISTING CONDITIONS PLAN APPLICANT SITE V =v; ' C-1 3 SITE PLAN AC DEVELOPMENT,LLC-7295 SURFBIRD CIRCLE CARLSBAD CA 92008 �� C-2 4 FIRE TRUCK TURNING PLAN ,: C-3 5 CONSTRUCTION DETAILS F� VICINITY MAP Q 2D• 4o• USGS TOPOGRA PH IC MAP NORTH ANDOVER,MA GRAPHIC SCALE v 2025 MARCH 5,2026 FOR SITE PLAN REVIEW S REVISED MARCH 30,2626 FOR RESPONSE TO COMMENTS REVISED APRIL 29 2626 FOR RESPONSE TO cbMMENTS r nobs H Napis G roup $ 55 Technalogy pine Lmwefl.MA 01851 a T{978}583-0891 e vmw.no4i5-group.com NOBIS PROJECT NO.191015.000 LEGENDGENERAL NOTES: WE W&L Now 1.EXIETNG rONI)MCN S.TOPOGRAPHICAL INFORMATION,NORTH OR IENTATION.NORTH ARROW,AND COORDINATE VALUES DEPICTED OR THESE DRAM GS ARE BASED ON PLANS TITLED11LAN OF LAND N NORTH AN DOVER.MA,DAT ED OCTOV ER 27,n2S_By MER R WC K EN GINEER ING SERIAC ES_ mmmm :4 THESE DRAWINGS AND ACCOM FANYING TEXT HAVE BEEN PREPARED FOR SITE PLAN REVIEW BY THE Tcvlw OF NORTH EXISTING PROPOSED AN DOVE R PLANNING CPARTMENT,PUB LIC WORKS,POLICE,A-RD FIRE 13 EPA RTFAENTS. a,ALL WORK SHALL BE PER FOR PAC 0 IN ACCORDANCE WITH THE TOM OF NORTH ANDOVE RS CONSTRUCTION STANDARDS RDS * SMH SEWER MANHOLE SUBJECT PROPERTY LINE AND DETAILS[LATEST EVITIM,AND TORN STANDARDS SHALL TAKE PRECEDENCE N CASE OF MY DETAILS or(P LAN E IN no b is * DMH DRAIN MANHOLE ————————PAVEMENT SAV9CVT LINE CONFLICT. CARPORT CANOPY 4,LINN CCIA P1"ON OF C ON STRUCTION TH E CONTRACTOR SH ALL SUBMIT A S VILT V RAW[N GS TO TOWN OF NORTH Nobis Group HYD HYDRANT UNDERGROUND CLECTR EC mniOWCRI 55 T&chm bgy Drue 0 C13 CATCH BASIN ymwoym ZTRAWWATTLES S,THE CONTRACTOR SHALL$ET UP A PRE-CONSTRUCTION M EETIN G WITH THE PUBLIC WORKS DEPARTMENT To DISCUSS Lowell,MA 01851 SIGN 0 CARPORT CAN OPY C OLU LWS CoNSTR UCTM RECUIR EMENTS,S ITE IN S PEC710IS,ASSOCI.ATE D F EE SL SCHE DUI ES,CTC. T(978)65'30891 --X—X--X— CHAIN UNX FENCE wr,wnobis-grovmcom POST AND RAIL FENCE N/F NOW OR FORMERLY CEM.CONC. CEMENT CONCRETE C.C. CEMENT CONCRETE G.C. GRANITE CURB BCD BITUMINOUS CONCRETE BERM EROSION CONTROL NOTES: k4S BIT,CDNC. BITUMINOUS CONCRETE PAVING CATCH IW51NS!CAR E 5HOUL0 BE TA K EN TO EN SU R E THAT SEDIM EFTS DO NOT ENTER CATCH BAS IN S OU R z4G.EXCAVATION SEAN P APPROX. APPROXIMATE FOR PIP E TRWrHZ$.0 ITCH ES AN D SWALES.11H E CONTRACTOR SHOU LO PLACE NQNANJCVEN rE()Tf;)ML E FABRIC;FOR IN LET E.N.D.R.D. ESSEY NORTH DISTRICT REGISTRY OF DEMS PROTECTICNOVER METSINAREASOF51M DISTURBANMMICHARE 5U63ECT TD SEDEMEIFT COIFTAAIINM1TYOFi. I cwYlL REC. RECORDED PLACE INLET PROTECTION DEVICES,IN CATCH BASINS AND MAINTAIN UNTIL ALL CONSTRUCTION ACTIVITIES HAVE CEASED N..55704 BIC BOOK AND THE SUR ROUND ING AR EAS ARE WELL VEGETATED. PG, PAGE S4:*tEDUlEOFMRK ESMT. EASEMENT THIS WOR X IS ANT IC IPATE D TO BEGIN N AUGUST,2O.45 WITH A FINAL COMPLETION DATE W AUGUST,2D271 No WINTER EARTH E.C.B. ESSEX COUNTY BOUND D15TU R BANCE IS E XPECTE D FO R THIS PROjECT.SHOULD WINTER WORK BE R EOUIR ED,THIS PLAN AN D THE ACCOMPANYING RSA REFUSE STORAGE AREA 5TOR M WATER POLLUTION PR EVENTION PLA N(SIVPP P p SHALL BE MODIFIED AC CORDIRGLY. us UTILITY SHED ADEQUATE MEASURES SHOULD BE TAKEN TO MINIMIZE AIRBORNE OUST PARTICLES A9155NG FROM SOIL DISTURBANCE AND DW DRYWELL rCNsTl9VCTfQR. SW STONE WALL DISTURBANCE OF A R rAS SH OU L D BE 14 INIM 2 ED AND NOT EXCEED 4 D.D[10 SQUAR E F eirt IN AREA AT ANY ORE TIM E. NO WSTUR 0 ED AREA SHOT)LO BE LEFT UN STAB MED FOR LONGER THAN nVO WEEKS TWR[NO THE GROWING SEASON. NUMBER OF REGULAR PARKING SPACES •PERMANENT E ROSION CONTROL FEATUR ES SHOULD BE WCOR PORATED INTO THE PROJECT AT TH E EARLIEST �PRACTICABLE TIWE,AS S P ECIFIED ON THE CONTRACT PLANS, NOT ISSUED HANDICAP PARKING SPACE VJITHIN14 DAYS OF COPAPLETINGWORK IN AN AREA,AND PRIOR TO ANTICIPATED RAN EVENTS,APPLYHAWSTRAW MULCH ANn'rACKIFlfR ON ALLDISTURBED SOILAREAS-APPLICATION RATES OF 2 TONS DF STRAW OR NAY PER ACHE SHOULD BE FOR CIVIP CORRELATM METAL PIPE US ECI TO PR EVENT E905 ION UNTIL VEGETATIVE COVER CAN B E E 5TA81,18H ED,AILTE R NATIVELY,APP LY MOD CH tPS OR GROUND BAR r MULCH 2 TO Ol INCH E5 DE EP AT A RATE OF TO TO 20 TONS P ER ACII E, CONSTRUCTION EXIST, EXISTING 'WHIEN EROSION IS U9 E LY TO 8 E A PROBLEM.GRUBBING OPERATION SHOULD BE SCHEDULED AND PER FOR ABED SUCH THAT STY, STORY GRADING OPERATION AND PER MANEW T EROSION C8NTRCJ.FEATURES CAN FOLLOW IMM EMTE LY THEREAFTER. *A S WORK PROGRESSES,PATCH SEEDING AND MULCHING SHOULD BE PORE AS REQUIRED ON AHEA 5 P R E'ujLAj SLY ELEV. ELEVATION TH CATE D TO 46WNTAN OR ESTABLISH PROTECTIVE COINER. RCP REINFORCED CONCRETE PIPE 'R EMOVt ACCUMU LATE D SEDIMENTS ARE)DEBRIS WHEN SEDIM ENT CONTAIN MENT DEVICE S R FAC H 12%CAPACITY, O.B. OFFICE BUILDING EROSION CONTROL IMPLEMENTATION SCHEDULE El DOLLARD rHE F61E FrGLdMENAL SCH E IDENTIFIEi THEPROPOSE0.5011,f;RC=N AND SEDIMENT CONTROL AND STORM UTY UTILITY WATER MANAGEMENT MEASURES THAT ARE TO BE ImPLEIAENTED PRIOR TOAND DURING CCINSTRUCTICN; T.C. TRASH CONTAINER PERFORM UMUCa CRU RB NG,STRIPPING AND SITE GRADING ONLY AS NEEDED TO COMPLETE IM MCDATE WORK GOALS. FND FOUND BLOCK STORM WATER FLOW AS NECES SARY TO INSTALL ALL STORM WATER STRUCTURES W 7H E DRY, VGC VERTICAL GRANITE CURB R EDIR ECT FLCM INTO FINISH ED STRUCTUR ES PR FOR TO FILLOPERATIONS.SCC SLOPED GRANITE CURB TEMPORARY STABILIZATION: Ccs CEMENT CONCRETE SIDEWALK E Ft.0-V.C.N.C.C..4.T.BOX.MEAW R ES SHALL BE IMPLEMENTED,AS WRIT TEN HEREIN AND AS DEPICTED OR THE ACCOMPANYING SOLAR CARPORT CCRW CEMENT CONCRM RETAINING WALL PLAN,FROM TH E COLA MENC EM ENT OF C ON STRU CTiON ACTIVITY UNTIL FINAL STAB 11,11ATION IS COM Pt ETE; CcW CEMENT CONCRETE WALK ROAD CLEANING THE CONTRACTOR SHALL SWEEP ROADS DAILY.Of?AS N CEDE D TO MAINTAIN CLEAN PAVED SURFACES S AT ET ELECTRIC TRANSFORMER ALL C ONST H LIC T M Ar CF.SSfEGAE SS POINTS. 203 TURNPIKE STREET G&S GRASS AND SHRUBS DUST C ONTH OUTHE CO�a RACTOR SHALL IMP O-C MeNT DUST CONTROL MEASURES AS N E COE D TO P REVENT AIR BORNE DUST NORTH ANI)OVER,MA 01845 ME! MAILBOX PARTICLES FROM LEAVING THE SITE,DUST CONTROL MEASURES SHALL CONSIST OF USE OF A WATER TRUCK ECUIPPED Bp BRICK PATIO WITH A SPRAY-BAR THAT DISSIPATES THE WATER EVENLY OVER THE SURFACE. Bw BRICK WALK M&P MULCH AND PLANTINGS GO CEMENT CONCRETE ISLAND MCIR METAL GUARD RAIL S8 SPEED BUMP --ACD-- AIR CONDINTIONING DRAIN —5— SEWER —D— DRAIN _w WATER G— GAS E ELECTRIC r-v-y-ry-,% TREE LINE EDGE OF WETLAND DRAINAGE DITCH —OHET— OVERHEAD ELECTRIC AND TELEPHONE T— TELEPHONE NO. —DATE 7 DESCRIPT10N REVISIONS SCALE: AS NOTE© DATE: MARCH 2026 NOBIS PROJECT No.101015,DDO DRAWN BY- HAA CHECKED BY: JR CAD DRAWING FILE: 10101 SMD-C-005-NOTES&LEG END.dwg SHEET TITLE GENERAL NOTES AND LEGEND Z SHEET G-1 NOTES 1.SEE TOWN OF NORTH ANDOVER ASSESSORS MAP#24,LOT#2B AND DEED BOOK 11282 PAGE 224 ENDRD FOR SITE. 2.TOPOGRAPHIC DATUM BASE IS NAVD88 ESTABLISHED BY RTK GPS. BENCHMARK 15 SURVEY NAIL IN PAVEMENT ON SITE.EL.=209.31. LEGEND +r e..rur k 1r SALEM t 3 TURNPIKE [I I ) SEE OEM REC. & SMH SEWER MANHOLE (ROUTE 114 A K A TURNPIKE STREET 1 a DMH DRAIN MANHOLE BX.#3367 PG.224 1 4&HYO HYDRANT $32'42'55"E TELEPHONE CONDUIT AND FOR TAKING do ESMFS p C8 CATCH BASIN E.C.U. 4 35' a'GAS LOCATED UNDERGROUND R=75 00' Y SIGN —X—X--K CHAIN LINK FENCE FND. 237.11' _ C R=5000-p0' —L-2&7-o1= — _ 1$4.46' APPROX.LOCATION POST AND RAIL FENCE I.P.( GRASS �2�4d E PARCEL$-- OF DOMESTIC WATER N/F NOW OR FORMERLY FND. OHET OHET — C SERNCE CEM.CONIC. CEMENT CONCRETE U C.C. CEMENT CONCRETE 4�i MacP G.C. GRANITE CURB T� BCB BITUMINOUS CONCRETE BERM k—BIT.CONC.— [LOT A Ary�EpH9htE LINE N OF BIT.CONC. BITUMINOUS CONCRETE PAVING L APPRp7l, APPRQ]fIMATE AR EAR 231,569 S.F. pA�HDpAEPFR47L�LOCAT14Ff a m n PPROX.LOCATION OF ELECTRIC UNE5 =5,3160 AC, !N k.M7 Pp,t ESNT. �£r_ E.N.D.R.D. ESSEX NORTH DISTRICT REGISTRY OF DEEDS c IN BK#37 PG.#90 ''i REC. RECORDED y q BK. BOOK ' U PG. PAGE 0-� BCD � Lacs�- £SMT. EASEMENT GdcS� k€ a �r JL E.C.S. ESSEX COUNTY BOUND t -7 RSA REFUSE STORAGE AREA (oO ls.�_ Et Q c 5I.50' oey sa♦r+uss l`40.80'o 0 2 US UTILITY SHED c�v r 37.20 `" "'—37.00 „ 0 129.1I1' o Gb DW DRYWELL N/F N/F N/F ##203 TURNPIKE STREET _ r b,� Sw STONE WALL W€LLlAM tJNI7A NALBANDIAN s. 20I TURNPIKE 2 b 4° #451 ANDOVER STREET DWYER sserc S EET LLC n c"i i1O BUILDING B BUILDING A �5 NUMBER OF REGULAR PARKING SPACES 1 ri �-5TY.BRICK BUILDING w cC r w 4-•-5TY.BRICK RUILDING p.U � HANDICAP PARKING SPACE I.P. v, I) _ �FND.- S30'56'24"E--•—lex�ri ` _� /�� CtSP CORRELATED METAL PIPE — r- 1_µ- 198.0D' I tar ,'°aa° 37.2D' Q cs 37.DD'-' x pnr: fl e u k c•i ry n :t,.iz n —— uara• sa.rn n � $ �[� EXIST. EXISTING 8ND. FND. w sv�r } p 'V �»ic g Ind 91.50 pW t ta$m 40.70'^ —Cdcs _r3'r n aao CT� STY. STORY (TOWN LINE q e�f�/F — i m s I is sr,n eva +osra■s nw x xsF 4 ELEV. ELEVATION MARKER) sSOCJ,q T REF r Isl sa !' � s m� w 4-1 rs s ev s tO eL6..m x � CC Mg as=re. '�?s auzs■:11 :Fs.� RCP REINFORCED CONCRETE PIPE E 7N.ar s>d 117y71 8 rat xmao ?tlta•LO ZFS 1.70 I!1 tsxa UNDEVELOPED E ��r4 I _4 f S + ml.aa s ! ' h raw xl s.re 8 aLf ARO U€L4IFEC \�r AREA I 1 ti�� 4 r xn rm+a a tvx smn �. m�.sti ° n w�tli. °�17 UTY UTIUTY s�ira s 5Y ev�ur tirras e ` • r 1 1 ss wn�c�Tls Imou rlm xli 1 'j / mrsdfI T.C. TRASH CONTAINER \, In � ' \z s s om 1 am s as �� ` �% i taws — [ aixsa rs i'� �ia FND FOUND \ I.P. N�]jY [ _1 ° t W zaau u°NK sa< xw SCC VERTICAL OPED GRANITE CURB \ FND. A ANQd [s *Ix vvcsa � —!—�,n \ am�x u CCS CEMENT CONCRETE SIDEWALK irin g w s ss � am.� to I _ +axltxt CCW CEMENT CONCRETE WALK \ ��Q—!� [ \ 1 xua or xssze ' naa CCRW CEMENT CONCRETE RETAINING WALL I 1 Inn 1 a3 µ as ° zm� a n xax 1 u� 7o A j s [ 1 ( rp 1 tt [ n.'- n ae FA4_to FND, ET ELECTRIC TRANSFORMER I 1 ��Srj ArV C t',,. _ ! stasc'a, xoarn m 1 � a�s•n G&S GRASS AND SHRUBS �I Tab` �t S 1 ° I M5 MAILBOX k/F �r ti t .ra e a a m sz st a +A �Y an �'� 8p BRICK PATIO } ^im.ty _ iq 31. ��7• 1 �MPIti' 8W BR CK WALK '?'Af Ck NjE 4l �I } ` t`' , swxs {a.�� » !/sis.s swra��� ' ` � 4P, °f q 5r�I�jrEs�a FND. a 1 E.C.$. M&P MULCH AND PLANTINGS 1 \ COt,E AI,I °°"1 N ss - I t'rs �arrl�ka p� FND. CC[ CEMENT CONCRETE'ISLAND �CfY ��1n �\ 1 irxra p moa ~toss r1n.71 _ 5 ,o.ss15 y C?O MGR METAL GUARD RAIL �''a tww +wax ORA1 m sL m�sc sa Lil tf1tax SB SPEED BUMP [1 �,rra ■ms�n r J�orsa l 4 t sa[ y `� --ACD-- AIR CONDINTIONING DRAIN x1 r S 4A ZIars ` r �`" x�iwss 1°r' ~~ t % X. rn +�-n �. DRAIN/`/ ♦\\ \\ F 1 � 1f 1 `svdal In.0 1 rzcau zoti.°r "� I s �= n,3 ❑ -----^___._-- 1 ,w_ — inm amass Q o r —x� WATER f \ \ i�ur+R> staffl<sari 1 — rr rm, ` ,v�sl s sx t1+3 fCy —G— GAS \ 1 1 f 1 x lta [ 1 x 1 4'` _ wt anr4 s , 19Au `z °' - yty- —E-- ELECTRIC \ t APPROXIMATE LOCATION OF RIGHT t ri ay \ 1 1'°sI 1 r 1 L i [ X1sn1°'S xn, srs.as — l Iwo Tea soars .svaas zmm I 1 x^ rvN Y TREE LINE OF WAY at TRAVEL WAY �fp—I I 1/�i ua s sMr _ ► an-Ix 1 1 (7 ` �, -- 1 �51s ra ia.n 1 too � t Is aq �'apt ❑ EDGE OF WETLAND �— ��e+asl 7 sw �� _ — DRAINAGE DITCH swmw Iea,I \11 t 'y f I$iai � t s*t —OH£T— OVERHEAD ELECTRIC AND TELEPHONE J �'V y , f ria�n s+a Y s,sss maax x I=m mxos �N _M__T— TELEPHONE "�� sP w—— saas•i t y7'° soa1u 29D Ixaxu aax� rd PLAN OF LAND IN >n NORTH ANDOVER, MA PREPARED POR NGBIS GRO UP 203 T[1kM'M STREET LD NORTH ANDOVER MASSACHVS'ET75 01845 3 _! STEPREH DAM OCTOBER Z7.2025 E. STAPINSKI SCALE:j"=40' s0 029876 0' .20' 40' 60, 100' n >n MER.RIMACK ENGINEERING SERVICES ss PARK STREET s7 ANDOVER,MASSACHUSEM 01810 PHONE(978)475-3555 FAX.(978)475---1448 EMAIL AIE'RRENGI9AOLCOM I.TME PURPOSE OF THIS PLAN IS TO DEPICT I 1-frz SITE LAYOUT FOR THE PROPOSIF0 womb, am CONSTRUCTION OF AN M SOLAR CAR PORT. ........ 2,DIM ENSION S$MOM Thr E P R EC EDENCE OVER SCALE)MIEN SION�,THE CONTRACTOR TO USE CAUT"WHEN SCALING R EPRCOUC ED PLANS,IN THE EVENT OF A CONFLICT FUCT BErNE EN T�118 PLAN SET AND ANY OTH ER DRAWNGS AHD I OR SPEC IF C�ATIONS,TH E ENGIN EER WILL ki F NOW Mb BY TH E CONTRACTOR. 3.JURISDICTIONAL WETLWOS WERE FOUND ON THE SUBJECT PARCEL BASED COI THE $TAM PED 5URVEY FR CM MER R IM41:K EFIGN E ER ING SE RVIC E TITL ED'PLAN OF LAND nobis IN NORTH ANI)OVER.W DATED OCTOB EA 27,=S, 4.THE CONTRACTOR IS ASS PENS IBL E FOR CONTAST01 0 DIG SAFE I I AT Nnbis Group LEAST 72 HOURS PRIOR 70 THE COM MCNC EM W OF MRK THE CONTRACTOR WILL 55 Technology Drive COORDINATE WORT[W1711 THE TONH FIRE.POLICE.AND rOMMU NITY DEVELOPMENT Lowell,MA GIB51 DEPARTMENTS. T(976)6133-0891 5.RE PER To CONSTRUCTION VETAft SHEETS FOR Att APPLICABLE SITE DETAILS, v ,Aobir_gf0QP._Com 6.CONTRACTOR WILL NOTIFY ENGINEERS IMMEDIATELY IF SITE CON DR IONS DIFFER PROM MAT IS SHOW 4 ON PLAN, 7.REFER TO SHEET GA FOR GENERAL NOTES AND LEGEND. PLAN REFERENCES: '�Of 114 ........... SLAB F 1.EXISTINGCONMMSTOPOGRA PH[CAL IN F:OR VA11ON,NORTH ORIENTATION,NORTH kic tL ARROW,AHD COOK MtiATE VALUES DEPICTED 04 7HFSP DRAWINGS ARE BASED ON PLANE TITI,03 11,AN OF LAND IN HORTH ANDOVER,MA;,DATED OCTORCH�T W�5.ID --------------- SALEM(RQX'�TF TURNPIKE 'A/K/A TURNPIKE 5TREFT) PROVIDE D 7()NOBIS GROUP.By STEPIiEN E STA PIN S K 0 F M ER RIMAC K ENWN a ERP EN, SERVICE-56 PAR KJNG STR EET,AN DOVE R MASS 0 111 ID. 5K,13367 P&"m 6 TELEPHQr4E CONDUIT AND FOR TAKINC. FSMTS W GAS LOCATED UNDERGROUND ZONING ANALYSIS 7 00' 237.11 CC3 V111. -000.1 C)0, _APPROX,1.0CATION ADDRES,5: 203 TURNPIX E S71R EET To OF nMCSilt,WATCR NORTH ANDOVER,MA M0. L'HEr 44-1--.1 rsrrszs d ZONING DISTRICT: BA RLIS N E SS 4 C7! LIM LOT AR EA PROVIDEO 13�1.001)SF �11 01isf P J_ LOT A APPROK LOCAI1O.N OF NOT ISSUED TUN MU PA LOT FRONTAGE PROVIDED _nDN AREA-231,569 S,F- AND APPRO'A�'HLV'G"3CA FOR I'PRO51-t-01,A 11 OR CF ELEC M I C I NES OF-rLrCmIC UNES&EsmT. AIM ESN(T.114 RK jo 5.31160 A N 8K.1 537 PC- MAX rM UM LOT COVE RAGE PROVIDE CONSTRUCTION H_� Lt BUILDING S ET8ACI(S R�QLNR�D __J.J p LI I'MORTYARD-5T _ 1-_2 SIDeYARD-5�y 66, k\ .r� —L REAR YARD.�q L__ cl" 7 100 FOOT WETLAND BUFFER w w Ll�El ql ET 91,50' 7 REQUIREDPARKINGSPACES(OTH ER�8JN FSr.OR or FIC E US=EjI I I 100 qF) 111 N/F f-3 7 2 C' 37.00-1 Lq REGUIRED EXISTING PROPOSED IF I I�LM� Hi AND \)!-Z TOTAL SPACES 34D �75 �a UNDA NA! (0 "i�203 TURNPIKE RE REPAJ I c"C) LIJAM r ffT vi YE R -RON ACCESSIBLE SPACES: a 13 3 D 201 TURNPler ADD"ONE 451 ANDOVER STREET a SPACES PER 1S,00 S F Or GFA S-� BUIL INSTALL INLET PROTEC ACES: I S(REET LLC D HOODED 04JTLETS AT ...... 9UILDING A PROP E_ PROPOSED CAHOPY COLUMN'TY.Ll AN CUSTOMER J Ss CARPORT CANOPIES WIU_DE CATCH BASIN$(TYP.OF 6) SLOPED TO DIRECT STORMWATER UG CABLE 4 V.,LL! -,_FND. 51 �it=\ KDL X, SOLAR CARPORT RUNOFF OFF AS SHEET rLow MAIWFAIN AND PROTECT PROPOSED CARPORT WTT11 0 ROOFTOP SOLAR ROOF DaSTING I.MUTIES(TYP) M TO SOUTHWiEST PITCI4 203 TURNPIKE STREET 12 91 5 G' NORTH ANDOVER,MA 01845 -4 r PROTECT casTiNG UNDEVELOPED I----\ L RETAINING WALL AND AREA GUARDRAIL OURING CARPORT AND lo, 'uNDERCROIJND CASU COY --k P. x�s i Z� FND. PROPOSED CARPORT WITH SAWCLT_ ROOFTOP SOLAR PITCHED TO sourfffltsl I N ,%% Sy PROPOSED CARPOR- WITH ROOFTOP SOLAR 'D SOUTHWEST 01- HOOF PITCHED TO v- (Ar� NMI)POLE i1214-'l 4: WITH PROPOSER DISTRAS"m NOT E 4 PROPO WATTLE(,Y I UTILRY RiS AND - �Lt4_ 1* 411, VR L - h -1 N 1, TRANSFORM 00 REMOVE AND REPLACE ASPHALT u FOR UNDERGROUND CABLE PROPOSED STRAW 2 RESPONSE TO TOWN I a *r &EX61ING SHOW E IN STALLAWN.REFER TO DETAIL_ WATTLE(TYP) 002ir 026 MENTS FOR FULL DEPTH PAVEMENT 03=026 RESPONSE TO 4-Ti COMMENTS A NO. DATE DESCRIPTION '%PP-1OXtMATE LOCATION QF RIGHT �4 REVIMNS CfL WAY&TRAVFL WAY 0 40' scr'0 -VK 16, GRAPHIC SCALE K EXISTING SNOW STORAGE AREA tOO FOOT WEILAND aUFFER DATE: MARCH 2D26 4 NOBIS PROJECT NO.101015,C00 PROPOSED STRAW -m— DRAM BY: HAA WATTLE[TM) E CHECKED BY: JR CAD DRAW NO FILE tip IN '1f,, -, 47V SHEET TtTLS SITE PLAN ti SHEET C-1 nobis Nohis Group SS Technology D rive Loveell,MA 01851 T(97a)6830891 vvm.ncbisg row p.com vkof S8 ,Y w.,ilr P�f • 11C084fCLL ^ CML SALEM(ROUTE 114)TURNPIKE (A/K/A TURNPIXE STREET) SEE 0EE➢REC. No.33764 E N.D- S32 4z � 8K./3353387 PG..224 � 5 f-=:w.,....:-4- - S, TELEPHONE CONDUIT AND FOR TAKING do ESUT5 EC.B. 4.35' :':,.. 8'CAS LOCATED UNDERGROUND R�75.00' FND,r 237.1V c aa' I__ -aa.�6' PAR_GFL 8- APPROX,LDCAT10 '11D. v OHET ___ OF DOUEsnc WATER SERwcE M&P Ci —BIT came.- QT A APPR❑K LOCATICH OF NOT ISSUED iP TEI Erxvr+E uUES - AREA=231,569 S.F. c APPROX. LEr°s�FSIAT. ' `, oy FOR o I �to'�esar NOXN133537 Pc.1 O =5.31f0 AC. III I s'Sa7 9 �r� CONSTRUCTION _TV ecs Dv jai �� sxa m �GLc5� �� G&5—� r ET E7 0 g ��.FJ a� L7 5r[rtE>a5. q t`417,80'- q a N/� u F' 3�37.2i�` Q WILLIAM LINDA NAL SANDIAN i� 21t TURNPIKE � #203 TUR11P[KF Sii7EI�T #451 ANQQVER STREET E� �G DWYER � BUILDING E3 � � i SET LLC r_ ,� ul 1 BUILDING n SOLAR CARPORT T E.P. t n -BUILDING it Cn �-,FND. S3a'SS'24"E--- �" r vrauJ 19.04' ti I u' ca Q tP -- -- S' scF- -r►c�_I+-37.20=w �-37.a0�I t + --_ j 1 -0 +� ` r� 1 c'- si �'kti 1� ter^[`'- 203 TURNPIKE STREET r -- 13F 91.5D' vW '' 40.70' -cas- �r r NORTH ANDOVER,MA 01845 Ra,-tmae CC n e I r r i j9- UNDEVELOREp 1 ! 1 t AREAin ! ! uro. F'ND. A Nab ,-1 /� l NBC�— t , PROPOSIED CARPORT W H ROOFTOP SOLAR [ klii".r:a E.C.B. I{uC� N �$ v S _ �1 n. � a�t.;I,.ss F7vD. )Vl I S 1 �A �'l�`iL � l CRr�RRr�AOF THE MAR } \ �ti ■ WITH ROOFTOP SOLAR .. sc casa"�}J �_15 03 " .v e.C.e. �LL��ldlOr )Attrs I��tt y - y. r rM�rt r i �py4$9�4' FBNP• 'ti, I ND,1 4D ktEn un , It t Na. DATE C>scRlarlQly APPROXIMATE LOCATION OF F?IrH7 � ) �'t1� 1 t �� ��— I W T REVISIONS OF WAY TRAVEL WAY t�! I {/�`1 L_ IMW 1 .; 49 L1 It, 14 GRAPHIC SCALE A~ = +e f DATE: MARCH2026 8 w —3 S� • + 1I° G.. '''� `�� T } cp NOBIS PROJECT NO.701015.CA0 —— 4 ID ` "„r 1` r� 1► ,s RRAVM BY: HAA —xn=� I CHECKED BY: JR 47.15 CAD DRAWING FILE a lip I!f ; ry~ N ~�, '� r�'4'v 101015.000-C-2DD-Fire Tiuck Turning Plan-d rOI�LI p�— ® SHEET TITLE _x® ,_ ; b FIRE TRUCK 8.85 22.33 TURNING PLAN x NORTH ANDOVER FIRE TRUCK h feet Width .ai SHEET S Track :8.01 Q Lock to Lack Time 6.0 C.,r}L ri Steeng Angle :45.5 i mmillIft, flow .......q... CQNFr-JMMtj QML INSTALLATION.DETAIL 2 EACH UUMP STRAPS 1'PVC ANTI-SPHON FOA14 CASKET W/ nobis PIPE ADAPTER ]"PVC ANTI-SIP PSA BACKING EXPANSIO"RESTRAINT ANTI-SIPHON ADAPTER (TRIM To LENDTH)— NYLON ROPE,71 Nabrs Group OUTLET PIPE(HIDDEN) MOUNTWO FLA FLATWASHZRS� 55 Technology Drive L 11,MA 01851 cm FM TRAY ROPE. SH'Rl� ANCHOR W/80LT T(978)883-0891 (SEE DETAIL A) D DN NOTE'HOMPHOOD SUCH THAT K=M FIANCE IS A DISTANCE OF 1/2 1 D OUTLET PIPE DIWEIM(WIN.)BELOW BAG DETAIL THE PPE INVERT.MINUMUM DISTANCE INSTALLATION DETAIL FOR PIPES-C 12'I.D.IS 5. AVLO r NOIS GASKET COMPRESSED DUMP STRAP SEAR p BEWEEN HOOD AND STRUCTURE(SEE DETAIL 0) CIVIL RERAR FOR SAO No.5 704 �-REMDVEABLE WATERTRJGHT 2MIL A REMOVAL FROM INLET ACCESS PORT.S-Iv'OPENING �MOUNTING FIANCE DUMP STRAP FRO STAINLESS y1m HOLE J7 UDLT ANCHOR SHIELD TRANSVERSE PATCH LESS THAN HALF PAVEMENT WIDTH SNOUT OIL-WATER-DMiS 5rpARATog EXPANS104 CONE SILT SACKI� NOTES: (NARROW END OUT) D V2'COLD DERT'i- PLANE AREA 1.ALL MOODS AND TRAPS FOR CATCH BASINS AND WATER QUALrTY STRLCTUIRES SMALL BE AS VA14UFAMRED BY: BEST MANAGEMENT PRODUCTS.INC. NOT ISSUED E. 53 MT.ARCHER RD, 2. LYM CT 06371 EXCAVATION AREA FOR (660)4.34-02T7,(560)434-3195 FAX 70 BE SAW CUT TOLL FREE.(500)30"ODS OR(SM)434-0217 WED SITE: www-wWnc-rom CONSTRUCTION OR PRE--APPROVED EDUAL 4 2.ALL HOODS SHALL BE CONSTRUCTED OF A CLASS REINFORCED RESIN COMPOSITE WITK ISO GEL COAT EXTERIOR TRANSVERSE AREA GREATER 714AN HALF PAVEMENT WIOTH FINISH WITH A MINIMUM D.M'LAMINATE TKCXNEZ. 1Y COLD PLANE AREA 1.ALL HOODS SHALL BE COUIPPED WITH A WATERTIGHT ACCESS PORT.A MOUNTING FLANGE.AND AN ANTI-SIPHON 2' r COLD VENT PIPE AND ELBOW AS DRAWN.(SEE CDNnWMmm DETAIL} C THE SIZE AND POSITION OF THE HOOD SMALL.BE DETERMINED BY OUTLET PIPE SIZE AS PER VAWFAMRER'S EXCAVATION AREAIL r RECOMMENDATION(SHOUT SIZE ALWAYS LARDER THAN PIPE srn). TO BE SAW CLrr w 5.THE BOTTOM OF THE HOOD SMALL MEND DOWNWARD A MINIMUM DISTANCE LLOUAL TO 1/2 THE OUTLET PIPE DAMETER WITH A MINIMUM DISTANCE OF r FOR PIPES<12"L.O. Hl-FLOW SILTSACKc SOLAR CARPORT 0.THE ANTI-SIPHON VENT SMALL DCTENO ABOVE HOOD BY MINIMUM OF 3-AND A LIMMUM OF 12-ACCORDING 70 STRUCTURE CONFIOURATM TRANSVERSE PATCH WITHIN CENTER OF PAVEMENT RROPERTIES TESTMETHOO UNITS 7.THE SURFACE OF THE STRUCTURE WHERE THE HDDD IS MOUNTED SHALL BE FINISHED SMOOTH AND FREE OF 203 TURNPIKE STREET LOOSE MATCRAL AND PIPE SHALL BE nNISRED nlw To WALL QRAtl T E KlSltLE Sl RENGI H ASTNI 0-4612 2F�5 LBS REA-I)r CMD PLANE A/ GRAD TEIJSn-F ELONGATION ASTM D-4021 211% NORTH ANDOVER,MA 0 1845 2' PUNCTUPIE A5TM t�483a LISS 8.THE HOOD SHALL 15E SECURELY ATTACHED TO STRUCTURE WALL WITH 3/5'STAINLESS S=BOLTS AND PAUCi.EN 13URST ASTM D-3766� 420 PSI OIL-RESISTAN'T CASKET AS SUPPLIED BY MANUFACTI]RER.(SEE INSTALLATION DETAIL) EXCAVATION AREA TRAPEZOID TEAR ASTFA t�4533 4SIBS TO BE SAW CUT UVRESISTANCI, ASTMD-43�� 90% 9.:RSTALLAnDN INMRUCTIONS 394LL BE FURNISHED WITH MANUFACTURER SUPPLIED INSTALLATION KIT, APPARCNI't OPENING SIZC ASPIt�475t ;o(is SIEVE NSTALIATHW KIT SHALL INCLUDE FLOW RATE ASMID-4491. 264 GAQFJPJlSQ FT A, INSTALLATION INSTRUCTIONS D-449 I 1'55Er-1 S. PVC AN71-SIPHDN VENT PIPE AND ADAPTER C. OIL-RESISTARr CRUSHED CELL FOAM GASKET WITH PSA BACKING D. 3/0-STAINLESS STM BOLTS H W-F LOW SILTSAC K TO BE IN STALLED O)J LY AFT ER PAVE MENT ts IN 5TALLE D.PRIOR TO PAVING.COVER IN L ET E.ANCHOR SHIELDS NDTLL WHERE LIMITS OF AMAZENT COLD PLANED ARM ARE LESS WITH AN IMPERMEABLE WATER TIGHT SARRIER TOXCtPsTORmATERAno smmufr FROM ENTERNGaAsm, THAN OR EGUAL TO 20%THE AREA BETWEEN SHALL BE COLD PLANED NOTE:INSTALL BILTBACK ON ALL EXLSTING AND PROPOSED CATCIi BASINS&DRAINAGE INLE75 VVITHIN THE LIMIT AND RESURFACED OF VVORI(ANO THE UZARC.ST DDVWSTREAPA INLETS, HOOD SPECIFICATION FOR CATCH BASINS SAWCUT DETAIL Hl-FLOW SILTSACK DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE MAX, lo, SPACERO- 140. DATE DESCRIPTION 2'SUPERPAVE SURFACE COURSE ISSC-12.5) 2"SUPERPAVE INTERMEDIATE COURSE REVISIONS 00 L EXISTING GRAVE SCALE: WOODEN STAKES 12"BASE COURSE (MASSDOT M1.03.1) AS NOTED ,—STRAW WATTLE OR SIMILAR DATE: MARCH 2026 SEDIMENT CONTROL LOG. .......... -9 (MASS DOT D SE 0' CO URSE 5'MINIMUM DIAMETER NORIS PROJECT NO.101015.000 DRAWN BY: HAA SLOPE CHECKED 13Y: JR NOTES.- CAD DRAWING FILE: EXISTING MADE 1.SUPERPAVE SURFACE COURSE 101015.000-C-200-DETAILS.dwg SHALL MM THE COMPOSITION LIMITS IN MASSOUT SECTION 460.10 SHEET TITLE F. T.. REPLACE ANY FAILED 0SUB-GRA.DE PORTION TO ...... TABLE 450,10-1 MIX DESCMATION ............ v COMPACT SUB MADE TO 95K DENSITY NOTES, STABLE GROUND WITH CRUSHED STONE FOR SSC-17-5. SUB-BASE MATERIAL < 1. TEMPORARY STRAW WATnZS SHOULD BE LOCATED AS SHOWN ON EROSION CONTROL 2.SUPERPAVE INTERMEDIATE COURSE PLANS AND ACROSS ANY DRAINAGE SWALE DOWNSTREAM FROM THE CONSTRUCTION AREA. SMALL MEET THE COMPOSMN LIMITS IN MASSUOT SECTION 450,10 CONSTRUCTION Z STAKE SHOULD BE INTERTWINED WITH THE OUTER MESH ONLY(ON THE DOWNSTREAM NOTE;TACK COAT SHALL BE APPLIED ON THE ASPHALT INTERMEDIATE TABLE 45DAD-1 MIX DESIGNATION SIDE ONLY)AND PLACED A MINIMUM OF 610 MM(ZoV)INTO GROUND, COURSE ONLY IF BASE COURSE REQUIRES CLEANING OR IF SURFACE Sw-19.01 COURSE IS NOT INSTALLED WITHIN ONE WEEK OF INTERMEDIATE COURSE DETAILS a.PROVIDE PERIODIC RVAOVAI.OF ACCUMULATED DEBRIS AND SEDIMENTS DURING 3.BASE COURSE MATERIAL SMALL t CONSIRLICTION AND PRIOR TO UkWANTUNG. MELT MASSDQT SECTION ml-OM. PROCESSED GRAVEL 4.STRAW WArUS ARE TO USE AT NON-PAVEMENT AREA IF NEEDED. FULL DEPTH RECONSTRUCTION TEMPORARY STRAW WATTLE ASPHALT PAVEMENT SECTION SHEET NOT TO SCALE NOT TO SCALE C-3 n�bis .......... ........... .......... ........ .................... ............. ............ .............. .... ........ .................. .......... .. ......... .......................... �p�er�ti�on and IV�l ............ ............ .................. ........... .. ........... ......... ................. ........... .... .... ............... ................ ............ .. ................................ ........................ aInt��......................... �n��e�#�I�n SOLAR CARPORT 20 3 TURIVPiKE STREET NO RTH A11MDU'VER, MA 01tA345 FOR AC Development, LLC Andrew Kellar 7295 Surf bird Circle Carlsbad, CA 92008 BY N 0"vow"I S G rRh 0 U P° (800) 394-4182 www.nobis-group.com Nobis Project No. 701015.000 MARCH 5, 2026 UPDATED MARCH 30, 2026 UPDATED APRIL 219 2026 www.nobis-group.com TABLE OF CONTENTS Introduction Section l -Stormwater Management System— Operations and Maintenance Section 2 -Illicit Discharge Statement Appendices Appendix A - Maintenance and Inspection Forms Activity Guide Comprehensive Annual Evaluation and Inspection Report Annual Training Signoff Sheet Weekly Inspection Checklist Monthly Inspection Checklist Quarterly Inspection Checklist Annually Inspection Checklist Appendix B —BMP Location Sketch Operations and Maintenance Plan INTRODUCTION This Operations and Maintenance Plan has been prepared to ensure that the existing stormwater management system.for 203 Turnpike Street--North Andover,MA functions properly and to develop and carry out suitable practices for source control and pollution prevention. It consists of five sections: Section I - Stormwater Management System-operations and Maintenance, which describes the various components of the stormwater management system, identifies the inspection and maintenance tasks to be undertaken and a schedule for implementing these tasks to insure the proper, long-term operation of the system.. Section 2 - Long Term Pollution Prevention Plan which identifies and implements suitable measures,practices and procedures for source control and pollution prevention. Section 3 - Illicit Discharge Statement. Section 4 - Snow Management and Disposal Plan which describes hover snow removal will be managed and de-icing operations performed. Section 5 - Public Safety Features which lists features of the stormwater management system to insure the safety of the public. 1 SECTION I—STORMWATER MANAGEMENT SYSTEM- OPERATION AND MAINTENANCE The objectives of the stormwater management system are to effectively control and treat stormwater runoff from the site in accordance with the Massachusetts Storrnwater Management Standards. To accomplish this objective,the following Best Management Practices (BMPs) are included in 203 Turnpike Street—North Andover MA stormwater management system: Pre-treatment B MPs Existing Catch Basins with Hooded outlets installed to reduce the discharge of sediment and pollutants. To ensure the ongoing and proper functioning of the on--site stormwater management system/BMPs,this operations and Maintenance Plan has been developed. In consideration of the foregoing, it is the ongoing responsibility of the Landowner, his successors and assignees to adequately maintain the on-site stormwater managernent/BlMIP facilities. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. Based on this,the Landowner,his successors and assignees are required to create a Pollution Prevention Team (PPT)that will be responsible for implementing the operations and Maintenance Plan. 2 Property Information ' Address: 203 Turnpike Street North Andover MA 01845 Landowner and Pollution Prevention Team Leader Owner's Name: North Andover Office Park Condominium Trust Team Leader: Dan Bluestein Title: President of Trust Email: dbluestein amfzmail.com Responsibilities: Coordinate all aspects of the operations and Maintenance Plan, coordinate and hire the other Pollution Prevention team members in order to conduct inspections, keep all records, co-ordinate with contractors for maintenance and repairs of the stormwater management system. S ill Prevention & Control Contractor The following contacts shall be notified only in those instances identified within MA DEP--310 CMR 40-subpart C. Primary Contact: Dan Bluestein Office Phone: 603-817--1175 Emergency Contact: Company Name: TBD Contact Name: TBD Emergency Phone: TBD Consultant Contact: Company Name: TBD Contact Name: TBD Phone: TBD Department of Environmental Protection (DEP) Contact Spill Emergency Coordinator Contact Name: TBD Phone: 617-792-7653 Municipal Contacts: Contact Name: Town of North.Andover Engineering Department, John Borgesi, Town Engineer Phone: 978-685-0950 Town of North Andover Fire Department, John Weir., Chief Phone: 978-688--9590 Other Pollution Prevention Team Members 3 Member: Qualified Engineering and/or Environmental Consulting Firm(s) Res�onsibilit es: Conduct scheduled inspections, maintain records, advise the Team Leader of maintenance needs, ensure Inspection maintenance and repairs are completed, keep and maintain all records and Inspection reports. Company Narne(s): TBD Address: TBD Office Phone: TBD Team Member Trainin The Pollution Prevention Team Leader will coordinate an annual in-house training session with the qualified Engineering and/or Environmental Consulting Firm to discuss the operations and Maintenance Plan, ongoing inspection and maintenance and preventative maintenance procedures. Annual training session will generally include the following: Discuss the operations and Maintenance Plan o What it is-identify potential sources of stormwater pollution and methods of reducing or eliminating that pollution o what it contains- emphasize good housekeeping measures and location of potential pollution sources. o Pollution Prevention Team.-introduce the team and describe their responsibilities, explain that the objective is to continually monitor the stormwater management system and encourage input and assistance from all. ® Review and explain the storm drainage system, how it works and its components, note the receiving resource area in which the storm drainage system discharges into and the role each one of these components play. Emphasize the importance of maintaining current and up-to-date inspection reports and maintenance records of BMPs. Documentation shall include any changes to the O&M Plan's procedures to accommodate changes and revisions to BiVMPs. The components of the stormwater management system must be inspected, monitored and maintained in accordance with the following in order to ensure that the on-site stormwater management/BMPs for 203 Turnpike Street are functioning as designed. Routine inspection and proper maintenance of these individual components is essential to providing the long-term operation of the drainage system. 4 Deep Sump Catch B aS'�ns: Storrnwater runoff from pavement areas is directed to catch basins via site grading and curbing. Catch basins are equipped with a deep (4ft) sump and a hood. The sumps are designed to capture sediment and coarse particles and the hoods prevent hydrocarbons and other floatable debris from entering the drainage system. To ensure proper functioning of catch basins, each will be inspected and maintained as follows: Inspection: Beginning of March, June, September and December. Structural damage and other malfunctions are to be noted and reported. Basins shall also be inspected after every.major rain event(3.2 inches or greater in 24 hours)to ensure the grates are not clogged and are functioning properly. Maintenance: Catch basins to be pumped and cleaned when sump is half full of sediment. Meaning shall be performed by a licensed contractor. Sediment and hydrocarbons will be properly handled and legally disposed of off-site in accordance with local, state, and federal guidelines and regulations. Any structural damage to catch basins and/or castings will be repaired upon discovery. Sweeping and Site Clean-Up: Routine sweeping of paved areas is an effective method to provide important nonpoint source pollution control and will be performed by mechanical sweepers. Most stormwater pollutants travel with the suspended solids contained in the storrnwater runoff and regular sweeping will help reduce a portion of this load. Sweeping, especially during the period immediately following winter snowrnelt(April) when road sand and other debris has accumulated on the pavement, will capture a peak sediment load before spring rains wash residual sand from winter applications into nearby resource areas. Inspection: Paved areas will be inspected for litter on a weekly basis and picked up and disposed of immediately. Maintenance: Parking area and driveways and other impervious surfaces (except roofs)will be swept clean of sand, litter,trash, etc. annually (April). A log of land/lot sweeping and cleanup will be kept. Additional cleanup services will be conducted as necessary. Please refer to Appendix A.for the Inspection Forms,which are to be used by the Pollution Prevention Team member responsible for conducting the scheduled inspections. F SECTION 2 -ILLICIT DISCHARGE STATEMENT These types of discharges will be allowed under the conditions that no pollutants will be allowed to come in contact with the water prior to or after its discharge. The existing control measures which have been listed previously in this report will be strictly followed to ensure that no contamination of these non-storm water discharges takes place. Illicit discharges, if they exist currently, will be contained and eliminated in the.manner specified by local, state and federal regulations, and will be prohibited in the proposed development. North Andover Office Park Condominium Trust 4 6 Appendix A 203 Turnpike Street North Andover MA Maintenance and Inspection Forms 203 Turnpike Street--North Andover MA Operation and Maintenance Plan Activity Guide The table below is a list of the minimum inspection and maintenance activities the Pollution Prevention Team needs to conduct for the Stormwater Operations and Management Plan and who is responsible for the activity. The Activity Guide is provided to assist the Pollution Prevention Team Leader and ensure that the activities are being conducted as scheduled. Tinain Activity Responsible Pa•t Weekly Inspect lot/land PPT Pet waste management PPT Monthly PPT PPT/Contractor Quarterly Inspect catch basins,Inspect Outfalls PPT PPT/Contractor Semi-Annually Clean catch basins, Contractor Contractor Contractor Annually Pollution Prevention Team training PPT Leader Comprehensive annual stormwater evaluation and PPT Leader inspection report Remove sediment and debris from outfall structures PPT/Contractor April S ring clean-up,Street Swee in PPT/Contractor Between Fall clean-up,sweeping PPT/Contractor November 14 and December 15 203 Turnpike Street—North Andover MA. Operations and Maintenance Plan Comprehensive Annual Evaluation and Inspection Report Once a year,the Pollution Prevention Team Leader must inspect and evaluate all aspects and provisions of the Opeations and Maintenance Plan,complete the following report and keep a copy on file at the site. Inspector/Reviewers: Date of Inspection/Review: Note any changes to the Plan in the space below and in the appropriate section of the Plan. 1. Review the Pollution Prevention Team list and update if necessary. Does the Pollution Prevention Team list need updating? (circle one) "Yes No 2. Review the Operations and Maintenance Plan(O&M Plan). Are there sections of the O&M Plan that need updating? (circle one) Yes No 3. Review Monthly and Weekly Checklists. Update these as necessary. -Are there any updates needed to Spill and Leak History and/or the checklists? (circle one) Yes No 4. Review site drawings and update if.necessary - Are there updates needed to any of the drawings? (circle one) Yes No Requested Changes(attach revisions) 203 Turnpike Street—forth Andover,MA Operations and Maintenance Plan Annual Training Signoff Sheet For each Operations and Maintenance Plan training session,the Team Leader should keep records of all attending Team Members using the signoff sheet below,as well as the training agenda,notes,etc. -Training Date: Topic: Trainer: Team Member Name Team Member Signature 203 Turnpike Street North Andover, VIA. Operations and Maintenance Plan Weekly Inspection Checklist The site will be checked each week for trash and debris by a member of the Pollution Prevention Team. If any trash or debris is observed in the specified area,write"yes"in the 2"d column and note the problem and corrective measures taken in the appropriate space. Make a new copy of this checklist each week. Date: Checklist completed by: MT � I i P. NT. .. Ei1 � `.T� 3 .. M6M....3 RE '�E I U.- Perking Lat Roadways. Lancaped Areas Dw- Seer:�.1 eas P Penn meter of 'ropei�y.