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HomeMy WebLinkAboutNotice of Decision k 17917 g3 #904 01-19-2024 @ 09 : 45a e ATM! - 17. r�-, +, I.. �a�E- O # # ` L 1!• F -S � FR CHIJ Th # n ?tjays "WITI f f PLANNING E A.RTMENT without fifin �� � �)O db Community Division Cara D a n 120 Main Street Town clef . North Andover,Massachusetts, 5 NOTICE OF DECISION DOWNTOWN OVERLAY DISTMCT(MVLTIPIAMELY,SIGH`), SITE PLAN REVEEW,PARKANG,AND INCSNARY ZONING SPECS PETS Ajay appeal sh )X be filed within 2 days after the date of filing this noficel"11 the office of the Town Clerk. { Date March 21,2 023 . Public Hearings: December 20,2 22; February 2 , 2 ;March 7, 22 3 � i , . Date of Decision: Match 21 2023 Petition of Second and Mali.LLC c/o Crespo Development Group,, LLC 65 Lewis Street East Boston,MA 02128 Site Affected 149 Ma.mn Street and 14 Second Stet + North Andover,MA 0 1845 Assessor's Map 30, Lots The above pcti i n for Downtown Overlay Distfict including MuW amity and Height, Site Plaft Review, Park ,aud hiclusio W honing Special Permits was filed in accordance with: dole 18, § 9 - I S.1.through 1 . ;A- isle 8,Pat ;Article 8,Part 1, § I W . ;Article 8,Part 1 ;and,Atticle 10, § 19 - 10.7A of Chapter 19 --North Andover Zoning Bylaw,and MGL C.40A, S T i 9. TW Petition is to alloy for the demolition of two istin i din s and other ini i r em nts located on the Site,and the redevelopment of the Site into a mixed use Project contained 146hin a single building having three stories,and 'Mcluding ap roM ately 8,772 square feet of ground for cormnercial Spaces, . with .t td of twenty-four 24 res itlenti l units allocated between two,upper floors of tbe buUd in..,(of which t1wee ITES r: 1 `fru�Copy Bk 17917 #904 t Town of North Andover D cw tow .OvorlayDistricts 8 ite Plan Review,Parking and clus!onary Zoning Special Permits— 4 .Main Street and 14 Second Street March 2 1,2023 (3)of the units shall be set aside as affordable units as required under the Ineltisio ary Housing quo-ement under Artxolc 8,Part 13) along with parking,upgrades to access,utilities,storm pater nanag r, c t,lighting, landscaping and other associated improvements. 'he site is located within the General Business G Zoning isfxict and within the Downtown n Overlay District. ct. F After a u i�o Hearing given on the above dates,and upon a motion by I Simons and �d by A.Koenig to APPROVE the D T` (including Mnlfifa rily and Height), Site Plan Review,Parking,and Incl sionar Zoning Special Permits,as amended,and based upon the following conditions.The Grote was� ,J'a favor o the apiica.tions Can behaffthe Northkndover Planning Board it n Goldberg,Chairman John Simons Peter Boynton Ahssa Koenig Kelly on-ni r .n application was filed Nvith the Planning Board on November 21,2022. Notice of a public hearing was published on December 5,2022 and December 12,2022 in the' .fig' Tribime newspaper,The Public Rearing on the above referenced app eation was opened on December 20,2022,and closed by the North ,ndo er ]ann ixrg Board on March 21,2023RO n March 21, 2023,upon a motion made by J. Simons and a second by A.Koenig to APPROVE, a amended, the DTO(inoluding Multifamily and Height), Site Plan Review,Parking, and Tnoiusio a ry Zoning Special Permits for the demolition of two existing buildings and other impjravements on the Site, and the redevelopment of the Bite into a mixed'use Project contained within a single building having three (3)stories, and including approximately 8,772 square feet of ground floor commercial space, ajolia with a total of-twenty-four 24 residexitial units allocated between two upper floors of the building(of"which -three 3 of the units shall be set aside as affordable units as required under the lnelusio4aly Housing Requirements under Article 8,Part 13),along with parking,upgrad.cs to access, utilities,st r wat r management, lighting, landscaping and other associated 'improvements. The Project is Iocat d at 149 lain Street and 14 Second Str"" Forth Andover,Massachusetts,0 1845, Assessors Map 30,Parcels 7& 8,and the Project is located within,tie General Business O Zvi iW'ic and within the D . 'he Site colfeetivei is comprised 'ap oxi Patel r 8, s.f. with frontage ors boti) x Main Street and Second Streets The Special Permits were requested by Second and Main LLC,c76 Crespo Group,LLC,65 Lewis Street,East Boston,NIA 02128. The Apph=t submitted a complete application, which-%Yas noticed and reviewed i accordance with Article 18, § 1 --1 ,1.through 18.8,Article 8,Part 3; Article 8,Part 1, § 19 5-8.8;Aiticle 8,Dart 13;and,Article 10, § 19 5-103A ofChapter 19 —North Andover Zoning Bylaw,and Massachusetts General Law Chapter 40A,Section 9. The motion to prove proye was subj oct to the FMINGS of FACTS and S ECUL C NDffI NS set `oarth in this decision. The lam oard vote was o,in favor. A special permit issued by the special permit granting authority requires a vote of at least four membeis of a five-meniber bohrdb The Applicant is hereby notified that should the Applicant disagree with this decision,flie A pticant has the Y k 17917 Pg36 4 i Town of North Aia over Downtown Overlay District,Site Plan Review,Parking and Inclusionmy Zoning Special Permits— 149 Main Street acid 14 Second Street M x h 2 1,2023 fight,under MGL Chapter 40A,Section 17,to appeal to this decision within twenty days after the date this decision has been filed with the Town Clock, The Planning Board makes the finding that the intent of the Bylaw,as well as its specific criteria are net. This decision spocifically stated by the la .ring Board makes the folio w' INDWGS OF FACT. 'SINGS of FACT:, 1) The specific Site is an appropriate location for the Project as it is located In the General Business Zonmg District and DT , and the Site is zoned for the uses allowed in the Downtown Overlay Zoning District. The Site is an appropriate location for the proposed mixed u e Project. The Site design compliments the surrounding uses.and provides for s f oient traffic,curb cut and circulation knProvements, as well as sufficient water, sewer and other utilities. -Parking will also be adequate t serve the proposed uses,and the Site is located on North Andover's main downtown commercial corridor, 2 The Project as deve[oped will not adversely affect the neighborhood as the Project is consistent with the intent 6f the To to create a vibrant, mixed ue center with a blend of residential and commercial uses, The Project design is consistent with the DTO design standards, and will complement the neighborhood. The Proiect a[lows for an appropriate dens it r of Iand rises and people to support a vibrant downtown, and build upon the Town's efforts to c hance the Downtown Main Street corridor in this area of North Andover. ver. 3) The Applicant has demonstrated rated consideration ofvehicular of c lation and pedestrian access; and the- parking layout design minimizes nuisatice,conflicts and serious hazards to vehicles or pedestrians. 4 Adequate and appropriate facilities will be provided for the proper operation of the proposed use.The Project Site will continue to be serviced by municipal water,sewer and other utilities that adequately address the needs of the Project. Stoner management facilities will be upgraded and enhanced, and wil I provide adequate treatment of storniwater 'in accordance with applicable requirements w 5) The ground floor commercial space will add uses to enh nce the vibrancy and street activity of the Downtown,and the residential uses will add to the downtown foot traffic and introduce new patrons to local businesses in the Downtown Area. Y 6) The Proiect will result in a vibrant, mixed u8c community desigrned to support the c m eroial uses both on the Site as well as within the Downtown wn area. The existing buildings,which have existed for many decades without any substantive improvements, would be.razed to make way for a dy gamic new building and Site layout,and are complemented with appropriate landscaping And screening. The proposed building will he close to the Main Street Second Street Inter ecti n as e .co raced by the IDTO De ig . Standards,and away from less dense residential uses, and will serge as a transition between the residential dwellings to the side and gear ofthe Site,and the denser commercial and multifamily uses on Main and Second Streets and beyond. The character of the ar hit ctur l style of the new nlldrng will incorporate traditiona[and modern design elements and 'integrate into th architectural surge of the Wildings in the neighborhood. The lighting plan demonsb%te that on-situ Iightiug wiII not adversely'impact the ne ighborhood. Acoordiiigly,the proposed uses are well suited for its proposed location. . 7) Adequate and appropriate screening in the form of fenoi and/or plantings will be located along the side yards to enhance creening and buffering along abutting residential uses. i B . 17917 Pg37 #904 Town of North Andover Downtown Overlay District,Site Plaa'Review,Parking and hichisionary Zoning Special Permits 14 Mali.Start and 14 Second Street March 2 1 P 22 8) Lighting will be consistent with the character of downt6wn North Andover, and will be shielded from disturbing or invading on abutting uses. 9) All sign age shall conform to the sipa e regulations contained Within the North Andover Iona g Bylaw, and be consistent with the character of dowDtown North Andover. 10 The Pr jest has been reviewed by the own's Stomwat r Review consultant,Horsley Witten.The Project stonnwatear management agement for the proposed roj�ect includes trench drains, a manhole, a water quality unit, and a subsurface infiltra-tlon system S S ,All components ofthe nevv drairiage system bave been designed in compliance with applicable local requirements and MassDEP Stormwate•Management Sta ft,,ds.(See correspondenoe from Horsley Witten dated December 7, 2022, and February , 2023 and a response to that correspondence,dated February 14,2023 ftorn Egan Engineering&Environmental Services,Inc.). 11 The Project bas been reviewed by the `own's Civil and Traffic consultant TEC. (See correspondence, ftom TEC dated December 16, 2022, -March 6, 2023 and March'7, 2023 and a response to that r es oad nce,dated February 23,2023 from.Langan Engineering&Eiivironnientat Services,Inc.), 2 The Project has beexm satisfactor'l3y reviewed y: the Police Department artment(confmnm` g email from Chief Cray dated December 8,2 22 ;the Conservation Department con inning no jurisdiction from Amy Maxnei,Conservation Administrator by email dated December 13,2022),the Building DQpaxtment (confwmffigemail dated December l er 14,2 );the Fire Department(confirming email from Lt,Bob Kilcoyne dated March 6,2 2 ;DPW Operations(confirming email from Tire'villett dated November 2 , 2 ,the School Department(confirming email from James Meaiey,Assistant Sperintadet, dated November 28, 022 ;and,tho Chief Assessor coy rmi. g email from William.Mitchell,Chief Assessor,dated November r 29,2022). No comments were received from the Health Department. 13 The Project.will tie into existing water,sewer and natural gas lines in Main Stre as showy.on the P lans- wnt ,v n Over1gy District Fin X The Bard ffids that the Project,as designed within the DTO,requires a special permit since the proposed osed number of residential units 2 exceeds eighteen 1 mu Itifarnil r d rellbiop, but f* ds the density of the residential units to be appropriate and consistent v itli the purpose and intent of the Distiia which-is to romotc compact,mixed uses,especially when combined with ground floor conuncroial uses, in order t support a vibrant Downtown. Moreover,spice the P r Ject inciu cs a increase height over'the height of buildings existffigtaday,but is 42 feet(less than a mLmum of 45 feet)aud no more than three stories,lhia lei g Board finds that the additional height is consistent with the scale of adjacent stxuct res in the area as presented to the Board, and is necessary to maintain aad e au tbt area's character by serving as a transition between the adjacent single family residential uses and the more i to sive uses along the Downtown Main Street area. Moreover,the planning Board finds that the relaxation of height limitations will not interfere or-negatively impact abutting properties,particularly property used or zoned for single- family residential putposes,given that the proposed building is moved as far away from such Properties as practicable and close to the corner of Main and Second Streets,and the building presents an aesthetically attmetive design w ioh is appropriately separated by screening and landscaping; 15) The Planning Board ids that the proposed PiRleot designs layout and aesthetics will have a positive impact to the neighborhood,will result in the en4anoeme t of'the visual character,architectural design, views and vista and the overall enhancement of the Downtown in a Min awer consistent with the purposes 5 . 17917 Pg38 #904 i a i Town of North Andover DoNyntown overlay District,.Site Plan Review;Parking and Inolusionary Zone Special Pemiits— 149 Main Street and 14 Second Street Marry 21,2023 and intent of the DTO which encourages mixed uses in a manner designed to eacourage redevelopment to create a vibratit,walkable,pedestrian-and bicycle-firiendly environment 1 w .7 . 16) The Plamiing Board also Ends that the intended shared use of parking both on-site andoff-site encourages a more walkable Avalkable and p d s flan- riendl f environment,and the reduction of curb cuts from four to two Ye ults in more efficient acid safe traffic circulation § 195 18.7). 17 The Planning Board also finds the Project complies with the Design ig Guidelines,Site and Design�,Hteria, Intensity of Use Requirements, and other requirements of the,DTO,as deputed iri the Plans and other materials filed in suppott of the Applicant's application.. ParMug Findings 1 There is adequate parking established for the presidential parking zees with a total of 46 on-site parking ing spaces,i oludng 22 tandem spaces,where the Zoning Bylaw requires 44 parking spaces,and the Board finds that the modification of design standards to enable the creation of tandem spaces for residential use is acceptable and appropriato for the use,and therefore has determined a special permit is appropHate in these eircu stances. 1 be Board fords that a parking special permit to allow for ors-street parking spaces for the commercial uses of the new building,which inoludes a total of 49 ors-street parking spaces within a radius of 200 feet of the site where a total of 40 on-street parking spaces would be required for the proposed corru-nereial uses,is appropriate since,based upon the"Traffic Assessment&Paring Utilization Access Study for 'r po d Redevelopment, 149 Mamn Street and 14 Second Street,North Andover,Ma saohusetts,"dated November 18,2 22(Revised February 23,2023),prepared by Langan ng�neer+in &Env iron ne .tal Services(the"Traffic Report")(which was peer reviewed by the Board's traffic eagmeering consultants) and testimony during the hem mg: a the peak pare pealed for co u emial uses .-site geuerall r occurs during the off-peak peripod for residential uses on-site,and finds that the limited use of 10 of the designated on-site surface p rl i g spaces for commercial use as shown on the Plans is appropriafe to enable limited commeroial use of these spaces only between the hours of 1 am a .d prra; the low utilization rate of the 49 ors-street parkitig spaces within 200 Feet of the Site and beyond,and where the proposed conunercl l uses require 40 paring spaces justifies the on-s eet use of parking spaces for commercial use; and, o the additional demand for such spaces can be rrea o al l r met without placing an uadue burden on existing facilitle aheady relying on suoh spaces as required under Section 1 - 1 . . , (Parking)of the Downtown Overlay District Zoii ing Bylaw. 20 For these reasons,the Plying Board finds the requested parkin special permits are appropriate since the proposed parking arrangements ate oonsistent with the pLaposes of off-street parking requirements under§ 1 - .,1.(Intent)since: a the proposed parking wixi meet the needs of persons employed-at or makfiig use of such strictures; b the proposed arrangements mam*mi e the efficiencies of parking faoflities and uses-and, c the parking proposed above promotes better site design through the use of flexible paring standards. The Board also finds that the proposed par hicr adjustments will not cause detriment to the surrounding neighborhood as the additional demand for such Project spaces can be reasonably met without placing an undue burden on existing facWfies already relying on such spaces. Also,the parking layout will be enhanced through share parking and access points,will not result in a change in the type of -af"re or charge traffic patters and access to tho Site,will actually inerease on- street pang with the elimination of curb cuts,acid where parking utilization is low,and will not result in any unsafe conflict of motor vehicle and pedestrian trafflo. 5 5 #904 Town of North.A adov r Downtown Overlay District,Site Flan ..&View,Parking and Inchi ie ary Zc)nl*Dg Spe.Cial Permits- 149 Maims Street and 14 Second Street March 21,2023 InchtsionaLy Z nlnlcy�FindiuLs 21) Since the PrqJect Involves a development which includes a multifamily ho sin ' o n nt(Section 1 5- . having in excess of seven units on the Site,the hneluslo ary Zoning Bylaw applies to th Project. As a result the Pr "wt mustprovide that no less than 15 ofthe dwell nor units or three(3) units)be set aside as Affordable Units available to Income Eligible Households,subject to the A rlic nt"s compliance with the prmisions of Sections 195-8.95.through 1 5- .10 8. 22) The Board finds that with respect to the twee 3 affordable units to he created that the.Applicant agrees to work with the Town to ensue that such Affordable Units will be qualified as LIP Local Action.Units pursuant to the requirements of The Ma sa hus m Department of Housing and Coinmunity Development (DHCD)-in that die Applicant shall prepare an affimnatzve marketing plan,shall execute an affordable housing restriction for the term required by the Inclusionary Housing Bylaw,and shall Nvork with the 'own and the DHCD to qualify the Affordable Units for the Town of North Andover's Subsidized Housing Inventory SM. Other m' din 3) This Sell Permit Gra nn y Authority makes a specific finding that, based upon the ore o ,: the use is in hanno .y with the general purpose and intent ofthe Zoning Bylaw.. 24)Finally,the Planning Board finds that this Project generally complies with the Town of Noith } Andover Zoning Bylaw requirements as listed in Article 1 § 195-1 .1. through 18.8 [Downtown r i.Overlay District Special er including Height Special Permit, and Multifamily S coial Permit]; Artiole 8, 'art Site Plan Revie r Special Permit]; Article 8,Fart t § 1 5- . [Parking Special lermit];Miele 8,Part 13 Polusionary Zoning Special Pemit);and,Article 10, § I -10. [Special Permit-general] of Chapter 195,but requires e nditious iri order to be-fully in compliance. The arwx'ng Board hereby grants an approval to the Applicant provided the following Conditions are net: SPECS CONDITIONS., ) Permit Definitions: a.- The "Site" or `'Locus" refers to the approximately 28,559 s. . square foot parcel collectively comprised of 149 Main Street and 15 Second Street, referenced on Assessor's Map 30,Lots 7 &8. . The"Plans" refer to the plans entitled "1 9 Main Street and 14 Second Street Development Penn it Site Plans,Map 3 0,Lot 7 and 8,Town of North Andover,Essex County,Mass ehu etts," prepared by Langan Engineering&Environmental Services,Inc., dated November 21,2022 and revised on March 13,2023 unless>o h rw ise shown, consisting of CSOO I�C80 02,Existing Co di o s5 CS101 P CS20 1,CGI 0 1, CEI 0 1, CS5 1, CS5 02,CS5 3, CS 04,CS50 5, LL 10 1, ►5 0 1.,LP 10 1,LP501, and LP 5 02,alorig with arch itect ra.1 plans prepared by Joe the.Architect, Inc., 343 Medford Street 4C, Somervf ,NIA 02145, entitled"`149 Damn Street 149 M 'Iu Strt North.Andover,Massachusetts,"dated November 20,,2022 and revised on March 13,2023 unless otherwise shown,Consisting of A l 10,A 120,A 122,.A 123,A2 0 0-20 1, A2 10, and AO 03E. . The" ro eef' refers to the demolition of two existing buildings and other improvoments located on the Site, and the redevelopment of the Site into a mixed use Project contained within a smngl building having tlu-ee 3 stories, and including ground floor commercial space,along with a total of twenty-four 2 ) residential units allocated between two tipper floors of the building, of which three )of the units shall be set aside as affordable units,along with parking, upgrades to access, utilities, stormwater management, lighting, landscaping and other associAt d improvements and 6 } Bk 17917 Pg40 #904 i %yn of North Andover f Downtown v rlay District,Site Plan Review,Parkiwg and Inchisioiiary Zom*ng Special pemdts-- 149 Main Street and 14 Second Street March 21,2023 development activities. d. The"Applicant"refers to Second and Main LLC,the applicant for the Downtown.Overlay District, Site Flan Review Parking and Inc usionary Housing Special Permits. e, The `Project Owner"refers to the person or entity Molding the fee interest to the title to the locus, which can include brit s not limited to the Applicant,developer, and/or owner. 26) The following requested WAIVERS and MODIFICATIONS ate granted: a. Zoning Bylaw, Section 8.14.E 1 Traffic Z a ct $tud r and to accept the l of the Updated Traffic Assessment & Parking Utilization Study, dated February 23, 2023, prepared by Langan Engineering Environmental Services, Inc. as' satisfaction of the requirements 'or traffic information, and to eliminate the need to file the traffic information ation witb the ME PA office which is otherwise required under§ 1 -8, . 1 ,given the very low traffic generation for the proposed .use,and given the project will not trigger ME PA review. . For these reasons above, the waiver is not contrary to the spirit and intent of'the regulations., The Project also proposes the use of 49 ors-street parking spaces located within a 200-foot radius of the Site for the proposed commercial uses at the Site, where a total of 40 parking spaces are required for the proposed commercial uses,all as shown on the Flan. Given the differences in peak parking utilization between the Site's residential and commercial uses, the proposed 46 on-site parking spaces to eon ler e t the on-street parking spaces, along with the demonstrated to -utilization' rate of on-street parking, the Project i'll have adequate parking arrangements toserve' the develdpment's expected parking demand for the roj et's residential and commercial uses without placing an undue, burden on existing facilities already relying on such spaces ithu"i the meaning of both Dote 7 of § 1 - , ,. . (Off-street parking requirements — Table of Off Street Parking Regulations),and § -1 , . (Downtown Overlay District Site and Design Criteria— Parking Requirements). 27)The proposed development must not demonstrate any demonstrable adverse impaot on the.surrounding area resulting from excessive noise, dust, smoke, or vibrations which are higher than levels no experienced from uses permitted in surrounding areas} 2 The use shall comp ly with the applicable state air pollution control regulations and policies in eon,�eetio .with sound levels. . 29) All sign.age shall comply with the Zoning Bylaw Article 6 ofthe North Andover Zoning ByIaNv. 0 All outdoor light'g shall be designed so as not to adversely impact surrounding uses and residential properties, while also providing a sufficient level of Illumination for access and security purposes, Such lighting .all not blink, flash, oscillate or e o unusually high �ntensit o brir.> e ss l Any outdoor lighting fixture newly installed or replaced shall be shielded so that it does not produce a strong, direct light beyond the Site boundaries,and shall he directed toward the object or area to be illuminated. Light shall be directed away -om residences. 32) The Project shall permit a total often 1. of'the can-Site sur-face parking spaces to be available to also serve the commeroial uses of the Project but only between the hours of 10 any to 4 pm, and appropriate signage permitting commercial use of such spaces shall be post d a manner approved by the Pla=ing Director. Such restrictions shall be enforced by the Condominium Association, or Applicant through a Property Management Agreement t6 be established by the Applicant. i k 17917 Pg4l #904 i "oven of North Andover Downtown Overlay District, Site Flan Review, Parking and Inclu louary Zoning Special Pennits— .149 damn Street and 14 Second Street March 21,2023 3 Snow Storage and Disposal, All accumulated snow on the Site whloh rnateri lty interferes with parking, traffic circulation,pedestrian acQess, and sight distances, shall be,hauledoff-site bar commercial hauler as soon as Treasonably practicable,and disposed f in accordance with the MassD 's Bureau of Water Resources Snow Disposal Guidance(Rev. December 11,2020), and in accordance with the Long Term Pollution Prevention Operation and Maintenance Flan. 34 ' `his decision shall be incl ded in all construction contracts,s bcontTacts, and specifications dealing with the work pr6posed,and shall supersede any conflicting contract-re uirements, The Applicant shall assure that all contractors, subco tractors, and other personnel erf r_m the permitting work are fully aware ofth 'd cisi terms and conditions. 35) All new utilities to serve the Proiect, except for temporary utilities,so called"green utility boxes"'or other aboveground poles or structures as may be required by the utility companies,shall be installed underground as specified by the respective utility companies, If final locations of appurtenant equipment to these utilities e.g.transformer pads)materially 'impact the design the Applicant and/or Project Owner shall provide suob details of such modiicatl*on to the Board for review. 3 6) All Plans shall comply with applicable Americans with Disabilities Act A and Architectural Access Board AA requirements. 37) There shall be no ove igbt on-Street resi'd ntial parkin ., 3 8) 3 egirmi .g aproxiu)ately I year after the issuance,of a Certificate of Occupancy, the Appl1cant shall conduct a photometric plan analysis to determine actual lamen intensity; s. planned analyris to confirm That light levels are at or below what has been represented in the photometric plans,and shall present this analysis to the Planning Board thereafter. 39)Beginning approximately 6 months, I year,arld 2 years after the issuance of a Certificate of Occupancy,the Applicant shall conduct a parking utilization m nit rmng study indusivc of on- site tandem and off-site parking) based upon a scope proposed by the Applicant and approved by the Platuting Director, and the parking monitoring results shall be compared to pre-development Traffic Assessment and Parking Utilization Study. The mom"torinor study shall �aclude the sarne day ofweek/time of day monitoring periods included in the Vaffie Assessment and Parking Utilization Study. The results of t .e parking utilization monitoring study shall be submitted to the lam ng Board. In addition.,the scope of the parking utilization study shall assess whether there is any tenant/employee/customer parking spill over into commercial parking lots located within a Treasonable distance from the Site. 40) Any fill used in connection with this Project shall be clean fill, containing no trash, refuse, rubbish or debris* including but not /united to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, glass, processed glass aggregate, concrete, recycled co .er to aggregate, tires, ashes, re i#I era ors, motor vehicles or parts on any of the- foregoing. Any till imported to the Site must be accompanied by a certificate of origin or an analysis certifying cleanliness—whichever 'is most appl'Icable as determined y the Planning Board or its staff. 4 1) The private trash pickup Mn ay only be conducted between the hours of 7i00 am and 5 i 00 pm. i i k 17-917 Pg42 #904 1 2 Town of North Adorer Downtown Overlay 'I'Strl t,Site Ptah ReOmw,Parking and Inctu ion t r Zoning Spacial Permits— 149 Main Street and 14 Second Streot March 2 1,2023 42) If an owner, its successor$ or assigns,with respect to the Site, wishes to open a restaurant(s)at the Site,the Applicant shall, prior to all wffig such new or,expanded restaura t s or other food t establishments to open f6r business including any seasonal outside,seating f6r food establishments related thereto,submit revised flans to the forth Andover Plannino Director and North Andover } } Building Commissioner, demonstrating that adequate parking exists with reference to Article 8, Part i i �Off-Street Parking and Loadin , including Mote 7 of§ 19 5-8.4-A (Off-street parking mqulxcments *able o Street Parking regulations), and§ 195-1. . . mown Overlay District Site and Design Criteria—Parking Requ iren eats of the Noith Andover Zoning Bylaw, as amended. Thereafter, V deemed substantial by the Planning Director,the APP Iica .t shall comply with Condition No.42 below. 4 Any revisions to the approved Plans shall he submitted to the Playing Director-for reviews If these revisions are deemed substantial� the Applicant must submit revised plans to the 'laming Boar d for approval,all of which is in accordance with Section 1 5- .17 `'revisions to Approved Site Platf PRIOR'TO ANY LAND DISTURBANCE and NG PERMIT 5 4 Two (2) �/�J copies V the signed recorded Notice of Decision, and the Plates, shall be deliveredthe , Planning Department. 4 The Site Ovmer shall provide a sighed copy of the Inspection and Maintenance Manual to the Planning Department. 46) In consultation with the Flaming Director, the Applicant shall designate an Independent EmvironwentaJ Monitor. The Monitor shall read, sign, and return to the Town Planner the Letter o Agreement for Independent Monitors. Upon the start ofSite work, the Monitor shall make weekly inspections of the Project (any suspension in monitoring due to inactivity on the Site shall be pre- approved by the Town Planner), provide monthly reports to the Planning Department, and detail any areas of non-compliance andF correctivo actions.The Monitor will also roved reports followitig beaVY rain,events. The Monitor must also be available upon notice 'to inspect the Site accompanyincy at Planning Department designated official, 47 detailed construction sequencing plan shall be submitted to the Planning Staff for the purpose o tracking the construction and informing the public of anticipated activities on the Site. F 48) Prior to commencement of construction,the Applicant shall provide a Construction Waagement Plan to the Inspector of Buildingsand Fire Department (with copies to the Flan6ina Director) that r hall in lude but not be limited to, ensuring suitable access to the Burro€coding area; designation of truck routes; l%mit,of work yeas; sequencing of work, eat work operations and protection of adjacent ro erty by a geotechnical engineer; stockpiling locations, dust/airborne particle control; security fencing; trash areas,and construction trailer locations* 4 Prior to the oo m ncement of construction, the Appl lca t steal I prepare a Temporary Tr is.Control Plan TTC that mitigates the sight line impacts associated with building constraction (staging, scaffolding, etc) that may temporarily obstruct the vier for those on Second Street (looking to the right). This may require the temporary elimination of the left-turn lane ftom Ma y Street onto Water Street to move traffic further; array from the Site and further open up the sight line for the side street motorists that creep up. This TTCP shall be reviewed and approved by the To n's Engineerina Department the NA (with copies to the Planning Department). k 17917 Pg43 #904 Town ofNorth Andover owntown Overlay District,Site Plan R vi w,Parking and Inctusionary Zoning p 6aI rMjt • 9 Macon Street and 14 Send Street March 21,2023 50) A bond In the amount of twenty thousand dollars $ , 0. shall be posted for the purpose o insuring that the Site is cow cteA .accordance with the approved plan and that a final as-built plan is provided, showing the location of all ors-Site structures. This bond shall be in the form of a check made out to the Town of NorthAndover. This cheek will then be deposited into an interest bearing bond account. 1 All applicable erosion control measures must be in place a d reviewed and approved by the Planning Director. Should t , lara.n ngr Director determine additlo .al erosion control measures are necessar the Applicant shall provide said measures at its ownexpense. 2 pre- tmetioa meeting held with the developer, their construction employees, Fiance Department and other applicable de arftncnts,to diseuss soheduling of inspectionsto be,conducted and the co stmetlo .schedule. { 53) Prior to the commencement of construction the Applicant shall obtafil the Plwwfficr Board's endorsement of.an approval not required ANR plan which combines both the 149 Ma Street and 14 Second Street lots info a singI6 lot,and such endorsed plan shall be recorded with the Essex North Registry of Deeds with proof recording delivered to the Planning Department and Building Dept nt. UIM% CONSTRUCTION 54) As per Paragraphs 2d and Ib of Horsley Witten's February 20,2023 2nd Stornwater Peer Review memorandum 3%the concrete slab encountered In the area where the subsurface stormwater system i s _ proposed will be removed from the limits 6f the subsurface,sto rnwatef system so as not to interfere with such system,as well as remove aDd replace any fill encountered within two feet of the bottom o the. crushed store foundation for the systems.with clean material that has been laboratory tested and confirmed to-have a USDA Texct=l Soil Classification of a sandy loam, loaany sand,or a san g,and the .plioat shall have a soil professional collect a representative{sample and send to a laboratory for testing to det rr,�ne the TJSDA Textural Soil Classification,,and replace -situ soil,if'necessary,with clean material that has been laboratory tested and confirmed to have a USDA.Textual Soil Classification of a sandy loan,loamy sandy or a sand, and the Project professional engineer shal I cones that the proposed design will function as anticipated,with supporting documentation to be provided to the Planning Director. 5 5)Twenty four hour erner eney eontaet in ormation,both telephone and email,andOwner's and Owner's representative(ifany)infor ation shall be provided to the Ptannffig Director,Buillftg Inspector,NAFD and NA . S6) Dust mitigation must be performed weekly, or more frequently as directed b . the Town Planner, t xougout the construction process, 57) In are effort to reduce noise levels, the developer shall keep in ti un working order,through regular maintenance,any a d all equipment that shall emanate sounds from the structw-es or Site. 5 Any stockpiling of a ateriaLs(dirt,wood,construction material,ew. .must be shown on a plan and revs w d and approved by the Plaimhig Staff. Any approved piles must remain covered at all tines and fenced of to minimize wy dust problems that may occur with adjacent nt properties. 9 It shall be the `e pox 'lbflity o the developer to assure that no erosion from'the co ,st met ion Site shall occur which will oase deposition of soil or sediment upon adjacent properes or public ways,except as normally k. 17917 Pg44 #904 'down of North Andover oNynt wn Overlay Dlistrict,Situ Plan Review, Parkin, and Inclusionary Zoning Special Pertnits 149 Main Street and 14 Second Street March 2 t,202 ancillary to off-site construction. Off-site erosion will be a basis for the Planning Board making a fading th t the Project is not In comphaftce with the plan;provided however,that the Planning Board seal give the developer�wltten notice of arty such fihiding and three days to cumsaid condition, PRIOR TO CERTNICATE of OCCUPANCY ' 6 The Applicant must submit a letter from the Project en leer stating that the u.ildino landseap g, lighting and Site layoilt substantkdly comply with the plans referenced at the end of this decision as endorsed by the Plawifiig Board.The Applicant must also submit a letter from a professional engineer oemiymg that there are no illicit connections to the storm drainage s tem. Alternatively,the Applicant and/or Site Owner may provide a bond,detorm ed her the Planning Board,to cover the full amount o the landscaping r ate iaLs and installation if weather conditions do not permit the completion of the landscaping prior to the use o the building. 61 The Applicant must submit a letter from the engineer=,rfifying that the light g provided meets inim n Illum inat*mg Eng c ng*Socict (LES)s 2 All stornwater strdctures shall be cleaned,in accordance with the approved Stor v ter Operation Maintenance Plan, 63) The,Applicant shall pay for and Mnstal,subject t to the Select Board and NAPD approval,No ar�in&(No Loading signs proposed to be 10 ated in the hatched area located along the Main Street frontage of the Property (shown on Site Line 'ire KT101 prepared by Langan Eug'need g dated 2.23.2023,attaohed to TEC email dated . '.2 2 ,and presented at the 3.8,2023 Planning Board meefing). 64)The Condumhiium Master.deed or Property Mana er ent Agreement,h7�coafonnance with all .conditions within this Decision,shall 'Include the following provisions in a form acceptable to the Planning Director and Town Counsel,and shall include but not he limited to the follow'Lng private maintenance obligations for all items located on the Property,including: a. Maintenance of landscaping lighting and-fencing; h. Maintenance of all water,-sewer and other utilities; c. Mainte a ce of stogy water management 'a flities; d. Maintenance of on-site driveways,roads,and all other infrastracture shown on the Plaa as sei the Project on the Propel,as well as snow removal,and aU which shall remain private; and, e. Storage of all trash and/or recycling containers and materials,and the prhiate disposal of all trash and ree ola les unless the Town agrees to dispose of the same In a manner consistent with other similar properties in the Downtown Area. 65) Incluslonag.Housing Requirements. The following requirements shall he met prior to the issuance of a Cerfificate of Occupancyfor the Project in accordance Nvith requirements of the, lusionary Housing law(Artiole 8,Part f as arnended: a. The Applicant shall-set aside a total of three of the roject' residential units a Affordable Rouging nits(the"Affordable Housing Units" § 9. - .9 .A . {The Affordable Houshig Units shall be subject to an Affordable Hoiisiftg Restriction to be established in a form using the standard Local Initiative Program(LIP)Local Action Unit Program(LAU)form of Regulatoiy Agreement to be approved by Town Counsel and the Massachusetts Department of Housing and Community Development CD),and recorded with the Essex North Registry of Deeds § 19 -8- 9.A. ; i k 17917 Pg45 #904 Town of North Andover Downtown Overlay District,Site Plm Review,Parking and Inclusionary Zoning Special Pemits— 1 9 Maw Street and 14 Second Street March 21,2023 c. Affordable Hous'mg Unifts shall be.sold or rented as applicable,to Income Eligible Households at saes prices or rents that are affordable to Income Eligible Households pursuant to the Affordable Housing Restiction § 19 --8. 9#,A.• ; d* If the Prow ect'is built in phases,Affordable Housing Undts shall be available in tba same proportion as the overall w-nb r of housincr units co ta ncd in the Pro.1 ect,and the Affordable Housing Units shall be made available in accordance with the schedule established under§ 1 �8.1 00.E. § 195-8.99.A. ; e. All Affordable o-using Units constru.cted shall be proportionately distributed t ougho t the development and shall on av' erage, be no less accessible to public amenities,such as opera space,as the Market-Rate Housing-Units § 19 5- .10 0.A); . Affordable Housing Units shall be integrated with the rest of the development and shall be compatible in e t rlor building materials and finishes,design,appearatice,construction, overall oonstruction,and-ener y efficiency,includffig mechanicM equipment and plumbing msulation,windows,and heating and cooling sy kerns,as determined by the Inspector o Buildings § 19541 . ; g. Afforda k Housing Units must comply with the(LIP LAU Program requirements of D11CD so that they are eliio to bo included on the Subsidized Housing Tnvtor SBI) § - .1 .C ; h The owners or renters,as applicable,of Affordable Houst ig Units�shali have all rights and privileges Forded to ovm rs or renters of Mark t-Rate Housing Units,M* oWding access to all nor fee amenities-vit in the development § 19 -- .10 O,D)� L Affordable,Housing Units shall b e made available for purchase or rent to Income Eligible .households under an Affwmafive Fair House Marketing Plan That compfi with federal ,d state fair housing laws and is approved by the To n's moniton'ng agent and DHCD 19 - . o. , j. No Certificate of Occupancy for a development subjectio this bylaw shall be issued unless the Director of Conununity and Economic Development has determined that the AppiicanVs affimnative marketing,,plan complies with §a 195-8-99.The affirmative marketing cow for the Affordable abl Housing Units shall be the responsibility ofthe Applicant. k.. Documents necessary to ensure the Affordable Housing Units are.eligible,for LIP approval and inclusion on the SM as required-by D14CD shall be submitted to the Planning Board as the SPCA. § 9 -8.1 3.A ; 1. The maximum saes price, or rental rate, as applicable,of Affordable Housing Units shall comply with k C 's LIP LAU Program § - . . 3.B ; in. Eligibility for the purchase or rental, as applicable,of are Affordable Housing Unit created p irsuant to this bylaw shall be determined by DHCD(§ 9 - . 3.0 ; n. Each Affordable Housing Unit created in accordance with this bylaw shall he subject to resale restrictions that meet the requirements of DHCD"sLIP § 19 -8.99 . The purpose of these limitations is to preserve the long-term affordability of'the Affordable Housinor Units and to ensure such units'continued availability to Income Eligible Households.,The resale restrictions shall be established through are Affordable Ho usiligRestriction§ 1 8,104-Ag.); o. *Die Applicant shall comply with the mandatory set-asides and accompauying res rictimi on affordability-that are consistent with the requirements under this bylaw,including the execution of an Affordable Housing Restriction that is Noted in § 195-8.104A above (§ l 9 -8.l oi .1 ; p. The Applicant shall comply with the conditions of the DHCD universal deed rider, includir r but not limited to requirements regarding n occupancy,as applicable 1 -8.1 4.A.. ; 1 i Bk 17917 Pg46 #904 'own of North Andover Downtown Overlay District,Site Plan Review,Parking and to tustc nary Zoning Special Permits- 149 Main Street and 14 Second Street March 2 It . No Certificate of Occupancy shall be issued until an Affordable Housing Restriction in the form of a LIP regulatory and use agreement approved by DRCD has been Fully executed and recorded at the Essex North Registry of Deeds § -- '.1 . ; r. Legal restrictions.All agreements with the Town,n, including restrictive instruments_ and other documents an ces ary to ensure compliance with this bylaw other than an Affordable Housing Restriction,shall be subject to prior written review and approval by Town Counsel, and shall be executed prior to the issuance of a Building Permit § t - ■1 r ; s, Performance bond guarantee. Prior to the issuance of a building per .it the applicant ha)l submit a performance bond secured by a deposit or negotiable securities. The perf'onnance bond secured by the Applicant shall be in an amount no Ies than the calculated payment-i .-lieu foir the total number of proposed Affordable Housincrnit l - .i . ; t. The A.pplioa t shall be responsible for preparing and submitting after dociAmentation that may.be r uin to receive LIP approvat and to qualify the Affordable Housing Units for listing o the SM. The Appl icant skull also be responsible for providing annual compliance monitoring and certification to the Town or its monitoring agent and to pay for the costs of1he Town for providing such compliance monitoring i - .1 " u; The provisions of this Inclusionary Housiag Bylaw shall be considered supplemental o existing zoning bylaws, To the extent that a conflict exists between this bylaw and others, the more restrictive bylaw or provisions therein,shall apply § 1 i .i 7t ; The conditions within this Decision and pro isi rxs of the,Ineluslonary Housing Bylaw shall be considered supplemental of D CD's LIP L U re it ments#To the extent that onfl let exists-between this Bylaw or the Decision and H D's requirements, C 's requirements shall control 195-8.17., } RI IM' FINAL"LEASE OF ALL SECURITY`' AND ES CROWE ID FU"8 66 The Planning Staff shall revie'v the Site. Any screening as may be reasonably required by the Plannin<y Staff`will be added at the Projeot Owner's expense. 7 . .final as-built Plan showing final topography,the location of all on-site utilities,struotures,curb cuts, parking spaces and drainage facilities, in.ciudin.g invert elevations ofall stormwater structures,must be submitted to the Pla nning Dep atm n.t. The a -built must be provided in paper fonn as well as in S DF (Staudard.DigitalFile) fon natt The as-built shall also provide a calculation showing the increase in impervious area, 8 The Planning Board gust by a majo ty vote make a f% dig that the Site is in conformance with the approvedplan. GENE,RAL CONDITIONS 9 Any plants, tree, shnibs, or fencing that have been incorporated into the Landscape Plan approved in this decision that die or fall into disrepair must be replaced by the Pro ea Owner in perpetuity. 7 The contractor shall contact Dig Safe at least 72 hours prior to commencing any excavfttiOD. 71 Gas,Telephone,Cable and El earic utilities shall be installed.undergro un d as specified by the respective Utility companies, Bk 17917 Pg47 #904 `Own of North Andover Do�vntown overlay District,Site Plan Review,ParRmg and Inolusionary Zoning Special Pemifts— 149 Main Strut and 14 Second Street + March 217,2023 72) The,hours for eo str etion shall be lialited to between' : o a.m. and 5:00 p.m.Monday through Friday and between : 'a.m.and 5:00 p.m. on Saturday. 3 No open buming shall be done except as is permitted during burning season under the Fire Department regulation. 74) The Owner shall apply to the Board of Health for.the appropriate dumpster permit, if needed. 75) Any actim by a Town goad,Commission,or Department,which requires changes in the plan or desl gon of the building, as presented to the Planning Board, may be subject to modification y the Planning ]Board. 76) A-uy revisions shall b6 submitted to the Planning Director for review. If these revisions are deemed substantial, the de el pu must submit revised plans to.the larm'ng Board for approval using the process outlined in Section l 5- .1 (Revision to Approved Site Plan)of the Zoning Bylaw 77) This Special Permit approval shall be deemed to have lapsed after March 21, 2 (two years from the date permit granted),exclusive of the time required to pursue or await deteniqffiation of any appeals, unless substantial use or construQfion has commenced within said two-year period or for good cause. For purposes of this development,the developer shall bfL deemed to have undertaken e substantial use or cojistruction if the developer has beguti any Site grading or tree l arinoA 78) This decision must bo filed with the North Essex Registry of Deeds. The following information i included as part of this on: Plan fitted; 149 Main Street and 14 Se otd Street Development Permit Site Plans,Map 30,Lot and 8,Town of North Andover,Essex County,Massachusetts Prepared for: Second and Main LLC c/o Crespo Group,LLC 65 Lewis Street East Boston,NIA 0212 Prepared bar: L n an, ineering&Envixo=exital Services,Inc. 100 Cambridge Street Boston,M.02116,and Joe the Arohiteet,Inc. 3 43 Medford Street 4C Somerville, MA 02145 Scale: 1" 2 ' unless otherwise sh mi ate: November 21,2022 and revised to Marls 13,2023 Sheets: C8001,CS002,Existing Conditions,C S 10 1,C820 1,CG101,CE 10 1,CS 50 1,CS 5 o,., CS503,CS5041 CS o ,,LL1 I�LL50 I,L 1 0 1,LP50 1, . ,Al IOC 1 %Al2211 --Al2 1 A20 1,A2 1 ,and�.o E. f . . t4 . 17917 Pg48 #904 11 'own of North Andover Downtown Overlay District,Site Plan Review,Parking and Inclusion ry Zones Special Permits— 149 Main Street and 14 Second Street March 21,2023 Report: Storm%rater Management Flan for 149 Ma Street & 14 Second Street, North Andover Prepared for.* Second and Main LLC co Crspo Groups C 65 Lewis Street East Boston, M.02128 Prepared y: Langan ngmn crftig&Environmental Services,Inc. 100 Cambridge Street F Boston,MA 02116 Date* November 2022 Revised February' and Maros.2023 Report: Stor ,water{Long-Term Operation and Maintenance Plm Prepared for,: Second and Main LLC c C respo Group,LLC 65 Lewis Street East Boston,M.02128 Prepared : Langan Engineering&Environmental Services,Inc. 100 Cambridge Street Boston,MA 02116 Date; March,2023 F Report: Traffic Assessment & Parking Utilization Study — 149 Main Street wed-Use Development-North Andover,Massachusetts Prepared four# Second and Main LLC co Creo group, LLC 6 'Curls Street East.Roston MA 0212 F Prepared y: Langan Engineering&Environmental S e ry is e hic, 100 Cambridge Street Boston,NIA 02116 Date: November 18,2022,Revised Febnimy 23,202 c : Town Departments Applicant Engineer .butters Assessor t 149 MAIN STREET AND 14 SECOND STREET DEVELOPMENT PERMIT SITE PLANS MAP 30 LOT 7 AND TOWN OF NORTH ANDOVER-, ESSEX COUNTY, MASSACHUS S . 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'r ' +~ ��'y w}:�Ti i+ I''� -+%• '+-•r , �},?�!F?��k,�•��.�'C+S,''. y=*-.� ly =«#i-�' �L�ill#:i:li'-fi?= 4.:iw':ti..-:•�', :' :.'-��s:�e�'*.�� r�4 ITT :r:_} I r Par 3 "� � +_'1-ems' x'.i , i 10 L ' i i- L * t � .,�._.,.....�-,�� +rA'm*#`r,`-t-#"�4'��1•r+�f�w1 n�nrti�++�`+�+i4}a •�wu� +nsrQa�nwi Bk 17917 Pg74 #904 APPENDIX F Long Tern Pollution Prevention Operation and Maintenance Plans LANGAN Bk 17917 Pg75 #904 OPERATION Long Term Pollution Prevention Operation and Maintenance Plan for + Main and Second LLC 149 Main Street & 14 Second Street North Andover, Parcels 030-8-0 and 3 7- Prepared Langan Engineering and Environmental Services, lnc,, 100 Cambridge Street, Suite 1310 Boston, MA 02114 Prepared For: Main and Second, LL Crespo Group,, LLC 65 Lewis Street ► t Boston, MA 02128 617.470.0339 March 2023 Langan Pr j ect No. 151028501 AIVEiA/V 100 Cambridge Street, Suite 1310 Boston} 1A 02114 T; 617.824,9 100 F: 17. , 1 1 . www'jiasganxom New Jetsay*Now York*Connecticut•i assachu tts+Pennsylvania 4 WashlWon,D *Ohio*lVin€is-P Florida a T so•Arizom*Colorado 6 Was n ton a California Athens*Calgary*Dubai•London s Panama . 17917 6 #904 Operation and MaintenancePlan 149 Miry Street and 14 Second Street, North Andover, M Long Tor Pollution Prevention Operotion and maintenance Plan The purpose of this Long Term Pollution Prevention Operation and Maintenance Plan 11 &M'r is to provide project specific-information related to the long term operation, maintenance, inspection, documentation, and performance of the structural and non-structural s'orMwate features. Regular inspection and maintenance of the stormwater management system is necessary to ensure proper operation of the system. The follow-ing O&M has been prepared to ensure the proposed system functions as intended. This O&M plan identifies maintenance procedures, schedules, and responsible parties. The Long Fern Pollution Prevention Operation and Maintenance Plan has been compiled in general accordance with Federal, State, and Local requirement in addition to stormwater best management ent practices ("BMP "). Res onsible Parties Main and Second LLC, or any successor of, shall be the party re'sponsible for implementing this &M plane Main and Second LL co Crespo Group 5 Lewis Street East Boston, [IAA 02128 Kyle Young Name and Title Signatur Date 2 10 2 23 Stormwater Operafion and # i t Procedures Procedures are obtained from the Massachusetts Stormwater Handbook. These procedures are for all structural and non-structural BMPs and are intended to eliminate or reduce the long term soil erosion a'nd degradation of sto rm wate r features folio in g constr ction com pie tion. The inspection and successful implementation entatior f all io'rmwater measures, shall be the Property Manager s responsibility. T o Property Manager is responsible for training employees to perform O&M and to provide ongoing training s needed in response to staff changes, Irnplern nt employee training program and hold session at least once a year. Bk 17917 Pg77 #904 Operation and Maintenance 'lair + 149 Main Street and 14 Second Street, North Andover, MA Estimated nn a Costs The e�tlrnated annual cost for the implementatibn of this plan i $5j000, Stormwater Managgment'Plan Overview Stormwater runoff is managed on site through the use of an underground closed pipe network with trench drains, trench drain filters, proprietary hydrodynamic separators, and underground infiltration/detention system. - Structural Pretreatment .MP Trench Drain"a nd Propri etary French D r i n Filters alvit Treqqe Inspect units (all trench drains) Three times per year po(:year ymehtyr. r,s cit or , 4 inspect finer medium (proprietary{Ir n h drain Three times per year • Refer to manufacturer's maintenance procedures attached to this document. ent. Proprietary Hydrodynamic Separators fib CY Inspect in accordance Mth manufacturer r ir- rn ts+,but no less than twice a See activity year following installation,and no less than once a yearthereafter, It? Y r}■;ii+':ti*►'y 4R•i=f It```e.16o -'•.y'.lipt*.��=`a; +.r.ti,:' a'•�n r. 3�: S s +'! 1 t.a? .--'F �w-#{" Iti l{ .- ;4'1' }'w +=r �l fib'"�,.�,�+.,,7..`�"x :1�f�•�F� zi' � �'t .i" f.. �.3•:]' { � 4 �� F - .L r' '�!':�' "a;.. '':�.' �+'�f: - '��- �f. lf.4 y.,� �♦!3 �.wt' '-i�Y •#•{' 7 � .� 4.�� -t "+ � � r,' { �{�� T'= '�. �'n � 1� r 1 � i:i'� .�•~5" �L,+.�t':}� �f # ���r � .Y•{ y'i {f h. 5 +C: .� f..- +`'' L�ltirT� #+ .;.�: �i �f, w.l 7' t w f i" i F` ..,�;.�.,.�of i`r•�" .''K'�,kF` �*:.i K�''+L' -'r+.+-" ''.� .•.+. , � �J.� .}7�,,y���' �-�..T`�'-, .�'�'i• -}.���+,k���' �is�,`'�F]'�'#'ki' �X/:'I: � +y r. �[�p }�'#*rT. �-'li' '�` 'Ti L+ '�,.:ti,L'r �+*# T`- t+ �i.i` ,�y.'F.�r �r�st;t, +r' +*-,,,Y .a:i-� v ,ram;, i I # -:y'IlY er '+ icy,` , .t' }_ . �, +1.�;i F F_t, . * `fir. r.�_ ._ -1 'k'i..+ate. + *. ,?�F4` .[, -, _ m . r.•+ ti. s { � � f!'.�. �t �.+.. J•5.,�}_� rJ`a i *��} :R3 'Y: I r b _ {.c',: a.a •Cr ti ram, '.,"; rt ' +14#I.,ikJ �yt'{L7f t} ti1 J +Is .r., .-y f '���• fir,.♦f1.+.7 w, -1i �.r.y .S. - + -i 5' { '1'€r3-i,+4=.Y �a+5� -'s{�• .Yi' s. -, .{ .1-- •�+� fir."S i i -�- �'[...attached .� .�.." r4�• ,�.' Refer manufacturer's maintenance procedures 4/ this document. Underground Structural 13MPs Outlet Control Structures and Underground Detention Systems � *f�-.i'ti.ik =+ _� F h 1. ",.. � ■='.ti r."i"1F'r`t.{- ' -�,..ti '.3. +_ - r+ " . _6 ■Fi■L■I�� .. ." 't a ,' .=t f->ti. #�� Uen •t 'F Inspect inlets and outlet control stru ter s Brie a year Refer to m nu turer"s maintenance procedures aftached to this document, r - i F k 17917 Pg78 #904 I i i Operationand Maintenance Plan 49 Main Street and 14 Second Street., North Andover, M Ma efl [ and-Eqm*ipment Storage Material and equipment storage shall be done in a safe and orderly fashion. All debris and waste shall be collected and disposed of offsitein a legal manner r in accordance with focal and federal guidelines. finow Removal Storage&Deici.ng Materials Al accumulated snow on the property which materially interferes with parking, traffic circulation pedestrian access, and sight distances, shall be hauled off-site by a commercial hauler as soon as reasonably practicable, and disposed of in accordance with the MassP's Bureau of Water Resources Snow Disposal Guidance (Rev, December 11, 2020). There v111 be no on site snow storage; EmergencV vehicle access will be kept clear of snow, Deicing materials may be applied to areas such as sidewalks, site access drives, and parking areas before a storm event. Alternative materials to salt, such -as calcium chloride and calcium magnesium nesiur acetate should be considered. use of salt for deicing should be minimized ed n site. Deicing materials should he used with discretion in accordance with standard practices and over application must be avoided. Deicing materials shall be stored inside the buildings. After the winter s as6n, ail parking areas and walkways mall be cleaned of sediment and debris. Spill Control & Containment The following rr oa ores must be implemented to Minirni2e, control, and contain spills: Store chemicals inside, when applicable Pick up litter The spill shall be contained as close to the souro as possible with a dike of absorbent f materials from the spill cleanup equipment (such as socks, pads, pill , or pi "). Additional dikes must be constructed to protect swat s or other stormwater conveyances or streams, A cover or dike will shall protect any ether-stormwater structures such as catch basins. 9 Implement employee training program and hold session at least.Once a year , 0 Identify spill control team. The name(s) of the responsible spill personnel will be posted on-site, Each employee will be instructed that all spills are to be reported to the spill prevention and cleanup coordinator. The su} eriorrill assess the incident and initiate proper containment and response procedures immediately upon noVication, Workers should avoid dIrEtct contact with spilled materials during th .containm nt procedur6s. k 17917 Pg79 #904 Operation and Maintenance Plan _ 149 MainStreet and 14 Second Street, Forth Andover, M 0 In the evert of a release of oil or hazardous waste to the storm drainage.s stem, the person shall r e i tely'notify the T ry#s Fire and Public Works s Departments and the Board of Health. a Notifications in person or by phone shall be confirmed by written notice-add ressed and mailed to the Town within three business days of the phone nolic . If the discharge of prohibited materials'emanates'from a e r m r ial facility, the facility owner or operator of the facility shall retainon-site a writien record of the discharge and the actions taker to prevent its recurrence, Such records sh l] be retained In accordance with the Massachusetts Public Records Lew, Pesticides and Fertilizers 6 tiiHrid Usage— No pesticides are to be used unless a single spotramt is r1 red for a specific control application. 0 Fertilizer usage should be avoided. if deemed nocessary, slow release fertilizer should be used. Fertflizer may be used to begin the eslablishment of vegetation in bare or damaged areas, but should not be applied on a regular basis unless necessary Operation and maintenance Plan 149 Mahe Street and 14 Second Street, North Andover, MA STORMWATER MANAGEMENT SYSTEM INSPECTION Al' MAINTENANCE CHECKLIST LIST 149 Main Street and 1 Second Street, North Andover Inspector: +v + Date. me Site Cobditi . i Inspection &Ma'In nan a Item Schedule Satisfactory? Gomments or Corrective Measures Taken . Yes ) or No ( _ ..�.. .f vw+ *+ t' - - r JW�,.,/' '` --{+s�5.1.•-�b,^ "�ff'S} �''{� 3 +hi'.{'•1 h � ;;ny' ,. -_J'k;:r•, :;k.�t" rti{a:�Y.�+.-•'+."�4• •�"*`t+ r+•f � tr K• ti„T' ` �"�" -`*'��X''r• ..-'x��+� '1 T 1 _ r ..r'�.4. - .� ��*y � -*� � , �,:':'•.�k�+•�'F+# J:i.� r.{ ��+�«I Y...-[�.�w,w��.}, F• '�r� e�#��t ■ +'' I'I,'s � '+- } ��- �' r, i t .x ,..r i:� r r Y :.F r_.v.r�,+wr. �`.' k r•rx .;r "+�J'la ' f `?' 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Clean Units 3 a year _ N �!�•' - r+-,. .+ �r{...r. of „r,- .� f .x W.r.� L ter' .�#.r...��, -.Y. .. ti ,I�..- -'J.:. tiL`ft•�. �• � •r#W +.'�' _tom, •'1._ ` -FT F� 5:H♦ f+. tr�`J': ��. f :r•+y rJ, r5._ ��:r't" =:'� -�.•' .., _ .t ��� .3 ��.. _ �•�. `Y •F '_;-' .'�+ ;..` :I�r'. %cif+ r�`►''s'=+C ti •1 .:w' + ` 'moo .,..•,3�''w' �� r+. i '+__'l.'; ?: � "'„x Y. ..+��,4 *�:�,'.`� x� ;*,�,'. �*4#- �:�= '�S,T •.� F+ ►, .,C "�4-�..� .} .., ?i.+ 5 SF a 1��.:�4�.w+;''•� ..' i � '.v {�+ u,S.Y .rt _�, +•#fi1F. .y��. �+'ti"�� :a + -� +C � rt.��•.�� +,+�' ,+ _z��^'-� l;.{�:' 'i ti •I., ,-:•� r s-. y� -L ,.. �"• s '�a^{#Y� F"-ti*''+'.+y ti44 ` �r"�'i� I l- +}�'�fi. � M T,a :-7 ..•._n_Fws. + t-I�'f }�-rr�► �L, r, ,.• r '.t',-�•'w I {.I ✓- ,r.. '""' -* '''''+-JF� ..� ;1-�=' t Pc +': A.-+.M if -� P _�: ~4•� ,a _••�`**fr.}:'.+. ,;+•'-`}4: {�"*"�.'rI#'i�54h Inspect per Manufacture 2xa year Recommendations-See manuficturer y l maintenance guide Remove Sediments and Pollutants Level of sediment has reached ° f y sump achy rf �. �. .p`-IN. -' "+i' �r - ::.' � Rr.. _. I�;._J:�;-.,'�.' •;4: •t�.'^5"v': �.-k. ,M" =�f.Y..rr.�' ''{ �':'�y3r. .a, .�. `r.}. r� { 3' J'F �+ t •7r +�.w� �#J•� ty+ I t�ti.�-*�'•"r=" -_���+' -.*., _'�-` ��1• _.Yr �, -+.- -J Y, �.. _*.. �{� •'. � 'i...rr ��'rs -� T F !� � ^�ti t<f'- ��� �'� '71'w � ,�- _hJ�T .{� Y+�� .t�''+a'-". _ L + J' •I :I +�"f{ '•� .r �. t� a*. i�'wti � �'�t �•r�' x ,:. � �r`'. ;?t. �,: =+:� �.t�:?' � �� r++,. -r• .-.+ri,:+ .S`ti.'rt- '�5 *� r' � •.' +firy ��.�rr ,J w ! � ��� ^ �'� �'Y-=�}I��. •�' }l'.LL-;r.. _ �!J � ri':' rrt�*x �'*= �tF r''Y Y }'�''��' 'y r�{,.�� �� '��Ji*+ �f' �fJ��F '}y `�'~i`�:�.. - _ --i-��Y '+•'•Y •r� �K-+'_: _ •ti•-{`. .r *7:�. .:1+-.1' � .�i' +�ri'� M. .•1n wY�� .�.I '� r rti � +: ;'}i�*c+� � - r' .� .�. .k r'i� - � •+I_,_ r - -�1'~ •�.-�'!ti'-,��*�Il.� ry'� .4"�}i"rL":/45 .'•�' �-. ''4 -ti`�•'�7•-7�'�•�I kd� F�,F� rr -R`� � �ry � �7+;�`Jk�;#Y � - r .-e.y�.F.i+'Gr�' y�1�'Y1. t. _ -N'-�+-�' - t�'i...•.'}4}.,.5`'. _+�" 9.'Lt`4�I. '.rf. �w�..�.r •� r•..[.,+,'fn.-11�'.'.'_ L•. � � - +Y+ 1 w. �J�, �.R t Ft_•;4 +mot }L�.I,k{�i►•f•' �:1C'f 4 Inspect per Manufacture + 3x a year + Recommendations-See manufacturer y N maintenance guide � } Inspect for standing water, sediment, 3x a year � trash and debris and clogging Remove trash and ehris and sediment 3x a year y l Inspect io determine if system drains i Annually during wet # 2 hours season after large storms Inspect filter medium 3x a -year{ N Replace filter r di � al ......... N Ir.n •*' •�_-'! L� .f. -+,4'' +x+t +•Y,_r .�ti�+r-." +i-3 M`..+i.�{ `1'.'' •ram'+��1�_- :�.r�'':'�Y. .rt�.-+'I.'# _- _ "?::' 14+i n 4r 'w-.-.: '.',fin+' I d � �:� rT� � .r. - Inspect outlet and inlet structures 2xa year y N � RemoveSediments and Pollutants Anrivally y N + coo 0 Operation and Maintenance Plan 149 Main Street and 14 Second Street, North Andover, M STORMWATER MANAGEMENT SYSTEM MAINTENANCE LOG FORM 9 Main Street and 14 Second Street' f North Andover, MA- No. Description of Maintenance Activity Date Staff or Contractor Comments or Foil O-W-up Items td co r i 2 #904ID CV46FTE N CH ENGINEERED SOLUTIONS We CDS ' Inspection and Maintenance Gui i .kj Y F t.'.;*f.d+'.,,Yr. Y `'#. 4� "' r'.':r' w`J :� :t.{.,-,} •4�`Y f*.'• r{+ .!. �yF'^�s�i�{ 'y..r * r. :� . , *. 1;'.y.,I.� i}. ',±I.�{�`+,r''�`5+•,;.�i .� �`�_��;�',#� -�','�'V,�* S'�}#� r•+h_,y�+�,;•a �• Y"If�'i:�1.�_.h�'��� 'x,�►95+,����a�`r F � •Tti a' w: �• r .�•� r�-''r 'x �� ��-'� 4 Y,s, ��. i,+. 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'yfy� ���} � �{; -r�` �tl��y�,�. . *y�* r��y}J r f 'L4'.4 �{►I1#2 {�#� ����r .�i r`i` y i .f, .A7,1 v fKN O+Y* 1 + i ;+ r, �N i t T � r"�;4` 4►, ;�I `�.*`y }r F�. r S T '= ���"y �'#Y ��s;�i��.. , �ALtirx .' a# ..ti. * F •,_ S117arl;r#."''.�J �' ,���L�' ,Y}� +4 r {���*:���•�: y IeC � � 'r r#�: Y1Y�, *;�.4t� r �. + r Cf•� tix{� .611+�'r'IN t . i�w 'C? � rr' fir' -' ��'' ,. "� �3,.d ,r{ ;r"�Cl+� Fri Yit +iTtrJ}� 1"C }„ tr. { rl , •� � 4�J r}� �i •�' t.r R� Y i 1 •Y '•rt r 1' , 1 Bk 17917 Pg83 #904 r { Maintenance Cleaning The CDS system should be inspected at regular i tervals and Cleamin 9 of a COS systems should be done d un ng dry Breather maintained when necessary to ensure o tlrnurn performanc:e, conditions when no flow is ente-ring the 5ystern.The use of The rate at which the system collects pollutants will depend more vacuum truck is generally the most of e-dive rid convenient hea ily o n site activities than the size of the unit. For example, method of r moving pollutants from the system. Simply remove unstable soils or heavy winter sanding will cause the grit chamber the ma n h o le covers and insert the vacuum hose into the sump. to fill more q v ickly but req ular swee ping of paved surfaces gill `l<'he systern should be completely drained down and the sump slow accumulation - fully evactiat d of sediment.The area outside the screen should _ also be cleared out if pollutant build-up exists in this area. Inspection In rr�stallation where the risk f ptrol �tr'r'�spills is srx�all, 1iq Id inspection�s the ley to effective maintenance end� easily c�ntrrt�narrts may not accumulate��quickly sedimentperformed. oIlutar�t transprt{and depsltir� vat fry However, the system should e gleaned out immediately in year to per and reg u inspections rill help ensure that the � the event of an oil or gasoline spill should be cleared out, system is cleaned out at the appropriate time. At a m in 1 rn um, immediately. Motor oil and other hydrocarbons that accumulate inspections should be performed twice per year .g.spring on a more routine basis should be removed when are reelable and fall} however more frequent ins� #i may be necessary I � lager has been captured.Tomreove these pollutants, it may in cl imates where winter sanding operations may lead to rapid be pre era ble to use absorbent pads since they are usu a I ly less accumulations,or in equipment washdwrr areas, Installations pensive to dispose than theoil/water emulsion that may be should also be inspected more frequendy where excessivq created by vacuu m ing the oily layer.Trash and debris carp be amounts•of trash are expected. netted out to separate it from the other pollutants. TM screen The visuaaI inspection should ascertain that the systern should be power washed to ensure it is free of trash and debris, components are In working order and that there are no Manhole covers should be securely seated following cleaning blockages or obstructions 1n the inlet and separation screen. activities to prevent leakage of runoff into the system from above The 1nspecion s ho uld also qu antifythe accumulation of and also to ensure that paper safety precautlons have beery hydrocarbons, trash,and sediment in the system. Measuring followed.Confined space entry'procedures need to be folIowed Mutant accu m ulati n can be done With a calibrated dipstick, if physical access is required, Disposal of all material removed tape measure or other measuring instrument. if absorbent from the CDS system should be done in accordance with local material is used for enhanced removal of hydrocarbons the level regulations.]n many jurisdictions,disposal f the sediments may f diclo rat ior� of e orber�t atrial should is b ider�tiied b handled in the same manner as the dip �al of sediments itin. t-is useful and often requireda part an reared from catch basins or deep sump manholes. operating permit to keep a record of each inspectiQn. A 5imple form for doing so is provided. Access to the CDS unit is typically achieved through two manhole access covers. One Qpe n ing allows for inspection and cieanout of the separation chamber( rllnder and screen)and 'Isolated sump, The other allows for inspection and CleanO Ut Of sediment captured and retained outside the screen. For deep units,a single manhole access point would a Hows both sump cl eano t and access outside the screen. The CDS system should be cleaned' hen the level of sediment has reached 7 5%of capacity ire the isolated sump or when an appreciable level of hydrocarbons and trash has a cum let d. if absorbent material is,used, it should be replaced when significant discoloration has occurred. Performance will not be } impacted until 1 %of'the sump capacity is exceeded however it is recommended that the system be cleaned prior to that for easiter removal of sediment, The hirel of sediment is easily determined by measuring from finished grade down to the top of the sediment pile. To avoid underestimating the hire!of sediment in the chamber,the measuring device r �� •.�s�Y. �� ,.,. to the top of the sediment pile carefully. Partides i''�+�+� the top p �.5 t.,,•;xi;i wig� �'� a,�_'{''��`.` Ida ' ' z +•/{~,�C�r.-. .� +�.. - -' l typically offer less resistance to the end f the rod than : _ consolidated particles toward h .} ' t bottom of the pile. Once this •• Fr,: � }.: :... : r►fLis recorded, ded� #should be compared t the a -built , ..iF _: 1i 4 f•5ttyrfj:'} 1+:'' #�.`- 't f.L.. "" y- •• _ drawing for the unit to determine weather the height of the �C•:3� mat .} sed iment pile off the bottom of the su re f loor exceeds � of �,��;�y1 �,syp the total height of isolated sum p. 7; �#_}����{;; ��, ! J • Ilk Diameter Distance from Water Surface Sediment Storage Capacity to Top Of Sediment Pile CDS Model # M M #1 tom.�."'•Via+ * #rt+ ti•r ti`4• *E' ',.r j+ 4�ti�y,,+'C�'r '.�a�4 y•Rr i.'y *+ +` �• t � ��'*{ -{.��M i* :+;�� �� *��P.• x1.!*� Y~ *f�1 -� �.'.��a, ; �a� li+*rN a++•.�• ,•#+ i,it}�• .,'t{ .ti •a*rr#� y +'� �� fad + + S}} 4� rJ � � �5 5 yyy■f�r��`_� i+ }ka�w?+* i �:' � i, +* ' * #r •'k', i \L • �* Y*' ' + ' f�. T`4 ilI A4' r- jp �a • r Y is 4 r` i ■■ -% ' # ��.•+* 4r� i ��'p�}rS•� �Yf+�+[` i ,��'.,� �.� �.•1•��.*�� �,w� � ti+ '�F• ����*� f.*+:f``rt*, Jr T .` .*• �• ;";Y, r*4 *�y"'a�M'M� ia',r }#+i+■•••� !# ♦ -r� #,•� +�r � J�*# ram•}�'* t• Y J Q. y• ,y * i.'y I: ,r,ti4x'#• 4- #.` i }, f� .r\5 ii *.�� a• ; 'r+ ',h +* i 'i + '}• 11 4L.4 L. #* a T • ,.% 1�� .+�f ,+ • Jt\wl � i�iir r• •!` 'i, #�i• y '!TM•i �;`x * y �•• k�l+ i a � ,�,,,,�� r ��� Y���*'� �* .•' ,#� tt i Y�y R iw�+? #+'� .5. �r\+, R � ���{f'}f� 'ice #3 '�.'rr ;�� '* ��'ha�•'•iii � *��F�- 5, r �� fa +• •• ,.+� a J wit f-� I T + �i} �■y# �r T (r ' III,P lit ' •i i i •lit � � a i •�y�•R ,a . * �,�y a a� �. �.r•e r'r_;i"w Y+y T it41111 •*'.iS7.-°►r'=i.F Y '��a .:4•i`', .""'� � '�` � a �� - { ���i�X mar�•�r��- ���w`*.4+•�r��'.,•��* 1.,y�lr Yip ate; Support * omwin s ind sprd,icntio III 5 a to avaIlabto at w%%w cc n tec h S To nw..Ater+coy►. * Site-spedk d sign wppwI iv awilable loom our engincen. N 17 Caglech Irrlirtcrled Snhiiiwll tLIC,a UIKRETE ompanV oMiech r-e in? (+;1 Ssr#Tic s I C proVid.-4;sits of t�t� t i 5r JhC'riVil#mlirtcei rq iridvskry, ontech's porllalio includes bridges,drainage,saniTa(y It'vitt, qo rm via tcr,can stab Ili totiwIn and kvaste-Iter Ir antimi pr04ijcU.Fol inioi mat iw%visit kxvikv.C onlechKcam a cal B0D.339,1 1 NOTIjjr~ IN III CAYALOG SHCLLD BE CONSTRUED AS A4 EXPRESSED VIMPANTY 0R AN IMPLIED"PAttF#{4N Y OF MERCH NI TABILITY OR MPII i< *DR A-4W PAR II C UtAR, P LI R POS E.$EE THE COTECH STANDARD CON1)1 10`J OF 5AlE S IV1E1ASILE A f X1V1,61V1l. 0NfE HES.COPAX 05)FOR M0kR I N FO Vol A71M). Thy predtjetfs;dcscr,bcd en ay 6c yr tested by one car Mo1 of,,ho(nlfoow9 US pntce 5d322,629:5,62J,S764 S.707. 27;gi,75 ,,11 S;!178B,841at .985,#57,6,6 7.649,fig,3SO.37't,F 40F,21R fi.6-11.7 0;651 f*595; ao�J5,#�4 a 6,9 1,114!o.��B, � #�,14�•���#�Y�1�S, �r I; 97. u{�r 17. 50 r0w,d iortG n patens or other pA*er"1tS pending, Bk 17917g8 #904 CDS Inspection'& r COS Model- Location: ITC Flotble Describe MaIntenante Date depth to Layer Maintenance Personnel Comments sediment' Thilnss2 Performed 1, The water r depth to sed)ment is determined by taking two measurements Wth a stadia rod;one measurement from the manhole opening to the toga of the sediment pile and the other from the manhole opening to the eater surface. If the difference between these measurements is less than the values listed in table) the system should he leaned out. Note:to avoid underestimating the volume of sediment in the chamber, the measuring device must be carefuliy lowered to the top of the sedimpnt pile. . For optimum performance,Ahe system should be cleaned out wheA the floating hydrocarbon lager accumulates to an appreciable thkkn4ss.In the everg f are oil spill,the system sh meld be d e a n ad i m mediaWy Y { k 17917 Pg86 #904 TECHNICAL STORMWATER MANAGEMENT ............ R TANK OPERATION I.NSPECTION MAINTENANCE Operation Your ACF I -Tank R-Tank System has been designed to function In conjunction with the engineered drainage system on your site,the existing municipal Infrastructure,,and/or the xistin soils and geography of the receiving watershed. Unless your site included rta"n unique and rare-features, the operation of your I -Tani System will driven naturally occurring systems and will function autonomously.However,upholdinga properschedule of Ir spe tion'&Maintenance is critical to ensuring continued functionality and optimum performance an of the system. Inspection Both the -Tan k and all storrn t r pre-treatment f atur s'InO rporated into your site must be Inspected regularly. Inspection frequency for your system rust be termin d based on the contributing drainage area,but should never exceed one year between Inspections(sic months during the first year of-op ration). Insp ctlo s may required more frequently for pre-treatment systems, You should refer to the manufacturer req ulreiment for the proper Inspection schedule. With the right equipment your inspection and measurements can be accomplished plished from the surface without physically entering any confined spaces.If your Inspection does require confined space entry,you MUST follow all local/regional requirements as well as OSHA standards. R-Tank Systems may incorporate Inspectlon Ports, Maintenance Ports, and/or adjoining manholes. Each of these features are easily accessed by removing the fid at the surface. With the corer removed, a visual tnspe tl n can be Pe rfo rrn d to Identify s d1ment deposits withIn the stru aure.U s 1 ng a fia shI Ight,ALL access points should be exam1n ed to complete a thorQugh inspection, Inspection Ports . suIly located centrally i ri the R-Ta n k System,these perforated columns are designed to give the user a based ime sediment depth across the system floor. , Maintenance Port Usually ally located rear the inlet and outlet connections,you'll likely find deeper deposits of heavier sediments when compared to the Insp c lon Ports. Manholes Most systems will include at least tiro manholes-one at the inlet and another at the outlet. There may be more than one location wherestormwaterenters the system,which would result In additional manholes to inspect. Bear In mind that th se manholes often Include a sump below the in ertofthepipe connecting to the *Teak. These sumps are designed to capture sediment before it reaches the -Tan , and they should be kept clean to ensure they function properly, However existence of sediment ire the sump does NOT necessarily mean sediment has accumulated in the -Tank. After inspecting tyre bottom of tb e structurf use a mirror on a pole or some other device)to check for sed1nt r debris In the p Ipe connecting to the -Tank. i f i i i * pro! contact # 800.448.3636 ACtF Or` r { • '� 4 X [ilk If sedi men r debris is ebserved,ire any of these structures,you should de er !ne the d e p h f the material, This is typically accomplished with a stadia rod, Put you should determine the best way to obtain the measurement, All observations and measurements should be recorded on an inspection Leg kept on file. We've included a form your can use at the end oft is guideline. Maintenance The R-TankSystern should be lack-flushed once sediment u ul do has.reached 611 r %oft total system height. Use the chart be low as a guldeIIne to determine the point at which m a 1 nte na n e is required on your system. Mi n i 9151, " Single 1 " P Double 4x 'triple 0" 6tj Quad 6 " 1) Pent " 6)# Before any maintenance 's performed on yoursystem, sure to pingthe outlet pipe to pr v rit contamination of the adjacent systems. To back-flush the -Tank#waterispumpedinto the syst r ,throu theM a it to an cePorts asrapidly as p sslble* Water should be pumped into ALL Maintenance Ports.The turbulent action of the water moving through the R-Tank will suspend sediments whx h may then be pumped out. If your system includes are Outlet Structure, this will be the ideal location-to pump contamIriated water out of the system. However, removal of back-flush grater may be accomplished through the Maintenance Ports, pswell. For systems with large footprints that would require extensive voluroes of water to properly flush the system, you should consider performing min your maintenance within 24 fours of a rain event. S rmwater enteringthe system will aid In the suspension sediments and reduce the volume f Meter required to properly flush the system,, Once removed, sediment-laden water may be captured for disposal or pumped through a Dirtbar (if permitted by the locality). 2831 Cardwell Road khmon ,VIrginia,23234 . . 3636 FAX 804.743,7779 LET'S 697 IT D N I adenvironmental.com i ENVIRONME Step-BY-Step Inspection&Maintenance Routine 1) Inspection a. Inspection Port i. Remove Cap H. Use flashlight to detect sediment deposits HL If present, measure sediment depth with stadia rod v. Record results on Maintenance Log v. Replace Cap b. Maintenance Ports F 1. Remove Cap ii,Use flash light to detect sediment deposits lip, if present, measure sediment depth with stadia rod iv, Record results on Maintenance Log v, Replace Cap vi. Repeat for ALL Maintenance Ports c. Adjacent Manholes es L Remove Laver , Use flashlight to detect sediment deposits ill. If present, measure sediment depth with stadia rod, accounting for depth of sump if present) i iv. inspect pipes connecting to -Taal v. Record results on Maintenance Log vi; Replace Cover vii. Repeat for ALL Manholes that connect to the R-Tank 2 Maintenance a. Plug system outlet to prevent discharge of back-flush water b. Determine best location to pump out back-flush water c. Remove Capfrom Maintenance Port d. Pump water as rapidly as possible (without over-topping port) Into system until at lust of hater corers system bottom } e. Replace Cap f. Repeat at ALL MaIntenan e Ports g. Pump out back-flush water to complete back-flushing . vacuaran all adjacent structures and any other structures or tormwater re-treatment systems that require attention i. Sediment-laden water may be captured for disposal or pumped through a DlrtbagTm Replace any rer a nIng Caps or Covers f k. Record the back-flushing event in dour Maintenance Log with any relevant specifics i AGF } RmTankMaintenanc' e U rf, Company Responsible Site Na far Maintenance: Location: Contact SystemOwner: Phone Number: --------------- - ft i ` r ii f # �F { r 4 F y CD For more informatim about our prod um,-contact Inside Sales at 600.448.3636 or email at info@acfenv. rn � 0 Bk 17917 Pg90 #904 . Oldcastle Infrastructure" O FLOGARD° LOPRO TRENCH D RAIN FILTER Inspection and Maint enance Guide SAS. AdlvLsrono, OWater Bk 17917 Pg9l #904 Oldcastle Infrastructure IN8PECTION AND MAINTENANCE GUIDE SCOPE, - Federal., State and Laval Clean Water Act regulations and those of insurance carriers require that stormwat r filtration systems erns bekmaintained and serviced on a recurring beisis. The intent of the regulations is to ensure that the system%o n a eont!nuin g basis,offielently'rerno e pollutants fro m storm water run off there b r v nti pollution of the natlon's water resources*These s p e c ffi cation s apply to the F I oGa rd 8 LoPro Trench Drain l=ilter. RECOMMENDED FREQUENCY OF SERV[CE: - Draina g e Pro cotion Systems DPS reco rn mends that it staIIed FloGard l_.o ProTrench D r 1n F1lters b e serried on a recurring basis. Ultimately,the frequency depends on the amount of runoff, pollutant loading and interference from debris (leaves,veg etat1on,cans,paper,etc.); however,it is r omm e n ded that each insta.l[at ion be servleed a minimum of three times per year,with a charge of filter medium once per yeaL D S technicians are avail ab le to do are or-site evaluation, upon request. RECOMMENDED TIMING OF SERVICE: PS guidelines for the firning of service are as follows: 1. For areas with a definite rainy season; Prior to, during and following the rainy season. 2. For areas subject to year-round rain fai , 0 n a recurring basis at least three t!m es per roar). 3. For areas with winter snow and summer rain: Prior to and just after the snow season and during the summer rain season; For i ns ailed devices not su b eot to the elements waArae s,parking garages,etc.):-0 n_a recurrin basis o less than three times per year). SERVICE PROCEDURES6 1. The trench draln grate(s) shall be removed and set to one side. 2. The service shall commence mirth collection and removal of sedinnent and debris (litter, leaves, papers, oars, etc.). 3. The trench drain shall be visually inspected for defects and possible illegal dumping. If illegal dumping has occurred,the proper authorities and property owner representative shall be notified as soon as praoticable. 4. Using are industrial vacuum,the collected materials shall be removed from the filter liner*(Dote: DPS uses a true -m ou nje d vacuum for servicin g FloGar Lo P ro Trench Drain Fi Ite rs. . When all of the ooll.e t d materials fiave been removed,the filter assembly shall be removed from the drainage inlet,The outer filter liner shall.be removed from the filter assembly and filter medium pouches shall be removed by unsna p Ing the-tether rom the interior ring and sent to one side. The filter liner, PVC body and fittings shall be inspected for continued serviceability. Minor damage or defects found shall be corrected on the spot and a notation made on the Maintenance Record. More extensive deficiencies that affect the efficiency ncy of the filter(torn liner, etc.), if approve the •customer representative,will e corrected and a Grote submitted to the re rose.ntative along with the MaInUmance Record. . The filter liner and filter medium pouches small be inspected for defects and continued ser iceab Ity and replaced as necessary and the pouch tethers re-attached to the PVC body interlor ring, . The grate(s) shall be replaced. f f REPLACEMENT AND DISPOSAL OF EXPOSEDFILTER MEDIUM AND COLLECTED DEBRIS The freque6oyiof filter medium exchange will be in accordance with the existing BPS-Customer Maintenance Contract. DPS recommends that the medium changed at least oboe per year. During the appropriate service, r if so d termin d bythe service technician during anon-scheduled service, the filter medium u h s will be replaced. Once tine exposed pouches and debris have been removed, OPS has possession and must dispose of it in accordance with local,state and federal agency requirements. FPS also has the capability of servieing all manner of storm drain filtors, catch basin inserts and catch basins w fthout hiserts, underground oillwater separators, stormwater interceptors and other such devices. All D S personnel are highly qualifled to h 'i ians and are confined-space trained and certified. Cain us at(88 8) 9 50- 8826 for further infonnaflon and assistance. Bk 17917 Pg93 #904 FLOGARD LOPRO TRENCH DRAIN FILTER �.I OUR MARKETS BUILDING CUMMUN(CR'CtpNS ENERGY TRANSPORTATION STRUCTURES WATER ��Oldca' stle Infrastructure �oidcast[einfrastructure.cam � Water [tRH CCNPA)ry � $Ofl-579-$819 January 2013 v 1 i i l Y Bk 17917 Pg94 #904 i 5� rk a t 05 CL CL ow r _ `• #3 +1 t I i Y •. i P.S f Sri' i� #r aJ f.fa�y ���yyy #%"1iAb Pi iI,�F .fir !�;►, a f AT d Id i91 }4A l!!{LL,IF.�.i M1wF' +•:�!i.4.+ry' rt �' i NN, 1 N 4 ■+1::: ;� 17, ' +f Mtiiy.. Mom ••-' j t do 31 IL • �.�+ +*•# _�+'ice+ `��I# �� ■ � x E 1 � 1 ft h U +Li t M. PAUL I NNU I L� f RE I ST R ES SEX NORTH RE GI OF DEEDS � rssr�r,nn>J r.