HomeMy WebLinkAboutApplication - 1077 OSGOOD STREET 7/2/2008 i Fr rfy _ v lr" fi i__F,.f ��11 t `T rrLI?4ili F f F'; I +�Sr' I4 APPLICATION FOR A WATERSHED SPECIAL PERMIT TOWN F NORTH AND OVER PLANNING BIRD BUTCHER BOY MARKETPLACE. 1077 OSGOOD STREET FORTH ANDOVE , MASSACHUSETTS Prepared For: Angus Realty Corporation 1077 Osgood Street North Andover, Massachusetts 01 -5 Prepared By-. Lynnfield Engineering, Inc:. 1-99 Newbury Street, cite- .15 Danvers, Massachusetts 01923, May 12, 2008 HR' -28-2008(WEO 12, 19 ButchRr BDg (FU)9 M556d0 P. 0011002 1077 OSGOOD STREET NO . ANDOVER , MA 01845- PHONE : (976) - 686 - 1511 RK PAX ; (979 }- 685 - 5640 3#; FIRM cordr IM QhTE7 Rh7CNUM 101M TQTA iq A02P IO CtUDING COVER- - �1#Ct41lS k4um1SQR: 56HOSR`5 RBPVR6NCE 14UMJl Il -- RE! �•• YOUR RE pmllr ra lAtpmsYsh-1 — x UltdigNT E3 FpR A vmw 13 S*["B COMMENT E3 PLEASS REPLY E7 KeASk#eCYCFX r+�OrEsICn�IMB F�i'9e i Ltw JDpost-IC'Fax Note 76 1 kul Try �Ca./Do�wI r, Ip Abutter to,Abu�tfer( � i9'dr10fig Vef,uM,. � � C onsoe PhOflu 0 Fax 9 UIRV E Ir;'. MGL 40 ,Section 1.1.stales In part irTMardles:.In Intefe-St as yawed pr,..lhl�4�h,pfAer'shnll rwlPaiq IIV,perjilj4rjtIr, almtpleri.(^+w••wr OF&6:drwr atl;orUit,cpW'+osAsan any pubk,or prrwate way,and abutters to abutters wrarthln three hundred Op )feet of the prrtwpei ty Etrae al We rl!w y;,J ppe4 nr 01)tlwlw rlVVA re rIA appliratala lox iiiwt,r KA rrvw ftlanding that the;land Of ary srrs'h owner faceted In another city cis tvan,the p1m1mg ward of the dry or 1wi nrid ti^�r lwlrmwd ing Word 04 tmn,." StrblectPro,raeH r MAP PARCEL N 1*1 o�dress 35 271 r1NGU S REA,f.7"tF'CORP 1077 S 0 1)STREET,NOR TH ANDOVER,MA Of 84i ,A.bu,ffdrrs erggaFffes Parcel Name 0 C`rreat Pond Crossing,LLC: 855 Turnpike Street,21nd fl„North Andover,Mwa9Aa O184,5 35 50 Osgood Prrep;erlles, LLC 865,Twnplka Streati,hrrlrth Andover', MA,111845 35, 2112S3144 Town of Nedh Andover 120 Main Street„Nrrrth Andover.MA 91345 35 so Neal Shagieigh 75 French Farm;Road,tied h Andover.ilbrlA 01845. 35 47 Feturz 1,UC 15 Metin Street.Suite 5wg,Franklin,MA,02'038 5 15 Vincent Grasso 19 Cet11iniarce Warr,Mrertll,Andover,MA 01945 35 35 Haphey Realiy,Trust, 44 R;ussei4 Street,North Andover„MA 01345 35 53 1140 Osgood Street,Trust 1159 Osgood 9treet,Nadb Andlover„pia 01845 35 13 Edward Riertrities 37 Stonecleave Road,N arth Adrldover„MAC 011845 35 14 One CA@rk Street N.A' LLC 1 21�Froo Street Suite 300. F odfa�nd 41101 35 100 Town of North Andover 120 Main Street,North Andover,MA+.01,845 35 58, Ilaut Lawson 110,26 Great Pond Road,N'-orth Arrdra'ver,MA 01845 35 59 Cetest'la1 Realty Trust 1939 Gra@t Pond Road, North Andover,„MA 91845 35 1 VI Josef h Pelu""ich, 1,915 Great Pond Road', North Andover,MA 01345 35 61 John KeMy ", 40 Lowell Streeti,Peabaody. M^1A 01960 35 5 Frederick IFonteiin 1895 Great IP'and Road„North AtWover, kid 01846 35 9 1 h&cha l Sal'a cth, 5.3 French,Farris Road, North Andover,MA 01345 35 7 1159 Osgood Street Trursl 1159 Osgood:81,r ek,North�andovpr„Maya 51545 35 3'7 Vincent Tyler 11/ 1149 Osgood Street,North Andover,MAu.011845- 35 5- Tool McCafty 1145 Osgood Street,q odi ndover„MA 01184,5 35 94 WilliamStathep. 33 French Farm Rod,North And ovor,MA.131945 35 93, Fred 12ouc her 45 French Farris Il9oad,North A,nrdoweru MA 01345 5 02 Brian Mtcanallly 53 French Farm Road,Noith Andover,MA131'345 35 51 Slrmwertne M1arrlasarrtl 1.9511 Careat Pond Road,North Andover,MA 01845 I-aka, Cot.,`blohew ick ComFnonwealth of M.A ,, 100 Cambiridge Street,Boston, MAti 02202 hIs certffles that the names a pp rin n 'the, r6'C rd Of the Assessors Gila as of Ceffified by. Da Pagc I of [ppolito, Mary From: Soles, G m!t Sent: Monday, May , 2008 12.46 P« T Sellavarice, C Arnold, Anthony', Bradshaw, Joyce, Curran, B #| ; O@i�y, Lnwm; Thibodeau, BrucerR w Mark, McEvoy, Jeannl , mn |ri , William: Arndd. AM . Ippolito, UaR: Killen, Matthew; SAn$ ; Sawy . Susam Brown, Geraid Cc 'pato52@charbqr.r1eV SuW NEW Asses sorPAoeIM apsFY 2008 | have R E�d the NewFY 2008 ( a of]an t )AmessorM s on the D dve, They 2remdadL12| pDF H dam very High Qualit . They were developed using Arc, GIS 9.1. T§ n be printed m either le or blueprint Eil . Iam burning a small number of copies. I will er c|tydistbute these to mew e and Police Departments. If a e else wants onelk me know. Garrett Boles C& As�ssor 1 08 TABLE OF CONTENTS Town of North Andover Planni:ng Board Application fo r Watershed Special Permit APMica|%n General Requirements met forObtaining a Special 2 mR FIGURES l Plot Plan of Land 2 Existing Corm[onsPQn 3 StorageConmm Plan 4 Empon and Sedimentation Control Plan ATTACHMENTS 1 Zoning Bylaw Review Form 2 Abe t8r Correspondence ] Board of Appeals Decision dated September 24, 1985 4 Abutters List 5 Erosion and Sedimentation Control Plan 6 Emergency Response Ran 7 Inspection and Maintenance pan � .|. %gam- a#*» p Waters kd Special %rmc Tuwn of North Andover- Planning Board Application for Watershed Special Permit Please type,nr print clearly. 1. Petitioner: Angus Realty Trust Petitioiter'sAdrlress•_ v 1077 Osgood Street North Andovier +MA 01 845 Telephoncnumber: 9`JB—f$B-1 51 1 -- - 2. Owners of the Land: Angus Realty Trust_."_ Address: 1077 QsEpod Street North Andover MA 01845 itnibcr of yeai,s of owuersllip._S i nce 19 59 +, 3. Year lot was ere ated- 1959 +/— 4. is the lot currently on septic or setiver? Sewer If on sewer,please provide date the sewer Coll uectiola was comple#ed: 1995 s, installation of two cry goods storage containers and construction of a -- refrigerated storage cooler within a porFlon Of the 250irNon-Disturbance Buffer Zone 6. Description ofPrernism pne story retail building and associated parking tot area 7. Address of Property Being Affccfed_ 1..0.7 Stre et- . Osgood Str ....... . Zoning District:-....- G,B Assessors: ma Lot ff 27 Registry of Deeds: 13n l4 ft. ` I Page#: 443 8. Existing Lot; 320 J,ot Area(Sq, Ft) , 080 BtnJdt�kg�Xeigl�t E} Street Frontage: 679 Side Sctbacks. ProntSetback: , �122 Rear Setback; _5 �x Lot Coverage; 4?1 Floor Area Ratio: � � 9. Proposed Lat(if applicable): Lot Area (.Sq. Ft) _ r� Building Iicfglit Street Frantage: Side setbacks:Front Setback: Rear Setback-, -- Floor Area Ratio: Lot C:ovcragez _ M Required 1,ot{as required by loidng B la%v}: 1 nt Area(Sq.Ft) 2 , 4} Building Height 4 Street Fronlage' 125 Side Setbacks. �..., Front Setback: • _ Rear Setback: 35 _.... . Floor Area Ratio: Lot Coverage: � 11, ExistlugRulIding{ifappliea41-C): C roum d Floor(Sq.Ft.) 2 9., 9 3 4 #of Floors: 'L'otal Sq.Ft- 9 , 4 lleigltit: 20 Use: Rota x I € e of C:onstructioll_-. M4 aonx y 12. Proposed Bililding: Ground ia'loor( q.Ft.) 762 N of Moors � -- Total Sq. lit. 762 Height; 1 0 U,.O: Refrigerate st0-tA46 Type ofC'anstruction Concrete pad, steel —......... panel 13. :has there been a pmvinus application for a Special PCrrnit froert the Planning Board On these premises? yet if sup whrw and for what typo of constniction? i e_plan Application 14. Section of lolilo1 Bylaw that Speei:d renklit is Being Requested 4 . ' 5 C . Non-Disturbance Buffer Zone 15. Petitioner acid Landowner sign rtlur'c(s)-. Every application for a Special Permit Shall be made on this form which is the official form of the Planning Board. Every application shall be filed with the Town Clerk's office. it sha€I be the responsibility of(lie petitioner to Furnish all suppo3ti rig documerrlation witli th b apphintion. The dated copy-of this appl icatinn received by the Town Clerk or Piannh3 g Office ducs rto( absolve the applicant from this responsibility. 't'lte petitiooar shall be responsible for all expenses for filing and lcgftl nodrication. laailurc to comply with application requireonents,as cited herein and in the Planning Board Rues and RE!gulations may result in a dismissal by the Planning B oars# of(his appliratian as incornp€ete. € Petitioner's Signature. e Print or typo name here: William Yameen r Owner's Signature_ -. x" ...... f Print or type name liere'.... William Y a ......... -- 16. please list title of plans aurf dwunients you will be attaching to this application. i General Requirements to be met for Obtaining a Special Permit 1. Encouraging the most appropriate use of land: The existing parcel is located within the Town of Forth Andover Zonfng District General Business. The proposed refrigerated storage cooler is located In the southeastern portion of the Site adjacent to the existing building. The area is currently paved and occuplii d by dry storage containers. Thy area is the most appropriate location for the construction of the proposed refrigerated storage cooler and Is consistent with current lard uses at the site. 2. PreVeFOng overcrowding of iand: The proposed refrigerated storage cooler is intended to alleviate refrigeraWd storage issues at this site. 3. Conserving the value of land and buildings: The proposed refrigerated storage cooler has b4�eLn designed consistent with the existing building, site lighting and landscaping present on the site. The proposed project conserves the value of the � lstinig and abutting land and buildIngs. 4. Lessening congestion of traffic: The proposed project will not impact existing parking or traffic patterns at the site. 5. Preventing undue concentration of population: The site is currently occupied by a retail facility. No expansion of retail space is proposed. 6. Providing adequate fight Fond air., o changes to site lighting is proposed as part of the refrigerated storage cosier construction. Reducing the hazards from fire and other danger: The existing Site access roadway design is adequate to accommodate emergency vehicles and fare equipment. The existing building €5 equipped with an autornat€c alarm and sprinkler system, S. Assisting in the economical provision of transporfadun, water, sewerage, schools, parks, and other public facilities: an impact to the existing Town transportation, water, sewerage, schools, parks, or other public fadihies will result from the proposed refrigerated storage cooler constructionx. �1- K.�364-40\Reports\051208_App Watershed special perm tlfrfn_gerterai 4-cg0n'- sertts.doc 9. Controffing the use of bodies of water, including watercourses: The proposed project does not impact the use of any oodles of water, Io. Reducing the probability oFlosses resulting from floods: The proposed stormwater management system has been designed so that there is no net increase in storm water runoff trorn the site. No increase in impervious area will result from the proposed refrigerated storage cooler construction. 11, Res ervOg and increasing the 2menities of the Town: The proposed refrigerated storage cooler wlli have € o impact on the amenities of the Town. Specific Peguire eats to be met for obtaining a Watershed Special Permit 1. Written certification by a Registered Professional Engineer, or other scientist educated irr and possessing extensive experience in the science of hydrology and hydrogeology, stating that there will not be any significant degradation Of the quality or quantity of water in or entering Lake Cochiche wick. 1, R!chai"d SartheImes, p.l=,, certify that tote proposed project will 11at resUIt €n any significant degradatiDn of the quality or guarit€ty of water In or entering I_a€ce Coca}iche ick. All storrnwater from the proposed refrigerated storage cooler is being directed outside the watershed of Lace Cochiche ick. 2. Proof that there is no reasonable aiterrmative lecation outside the Non- Disturbance and or Nen-Discharge Buffer Zones, whichever is applicable for airy discharge, structure, or activity, associated with the proposed use to occur. The location of the refrigerated storage cooler is the only suitable area of the site, No €ncrea5e In impervious area or runoff, or impacts to existing parking or traffic patterns, will result due to the project. 3. Evidence of approval by the Massachusetts Department of Environmental Prot'ectfon (DEP) of any industrial waste water treatmer?t or disposal system or any wasta water- treatment of system fifteen thousand (15,000) gallons per day capacity. Not applicable. -2- K:\364-40\Reparts1051Z08.,,App Watershed Special permitlrruLgenerat requiremeO5,doc i 4. Evidence that afi ors-site operations including, but rrat fifralted to, cer�structforr, waste water- disposal, fertilizer applications and septic system will not create concentrat+oris of Nitrogen in groundwater, greater than the Federal firrrlt at the downgradient property boundary. Th e proposed refrigerated storage cooler will not result in an increase In waste water disposal or fertilizer application. The site existing building is eannected to the municipal sewer system. No increase in concentrations of nitrogen in groundwater will occur as a result of this project. 5. Projections of downgradlent conc8ntratrons of nitrogen phosphorus and other relevant chemicals at property boundaries and other locations deemed pertinent by the Special Permit Granting Authority (S GA). Proiect€cns of do w Dgrad€ent concentrat€oils vv ifi be provided if requested b the $PGA. 6. The SP A may also require that supporting materials be prepared by other professionals lncliding, but not limited to, a registered architect, registered landscape architect, registered laird surveyor-, registered sanitarian, b1ologrst, geologist or hydrologist when in its judgement the complexity of the proposed work warrants the relevant specific expertise. Supporting materials to be provided If requested by the SPCA. -3- K;\364-40\Repurts�051208_App Watershed Special Permimm-k-gerrera€ requfrements.doc ATTA H ENT NO. Abutter Correspondence Dg t 55 Butcher Rosa (FRU9786855W FRANK J. RArvONME 1959 1lAT POND ROAD NORTH ANDOVFJ�MA April 16, 2008 To Whom rt May C'onoe ►t• 1077 Osgood Streot,North Andover,WA-LETTER OF SIMPORT Please be advLsAW ffig I bauc reviewed the.appUcati n ofAngus Raalty/Butchor Meat Market. T havc no objcatlonsto the aubmintCd plan provided that tbcro wv no smbMatial dance to the lacadon of tho rmxnprmQ r, water or dy raga units. Aug s6tait 3,the meat bas my support smd approval. Thank you for your cdragdm ion of tbia m4ac r. Very truly youm �KI�3G73�i,a� Board of Appeals Decision dated September 24, 1985 i � ��+Fr+'+#ii�1• YY o -13*11 CLERK �,f.* yeas � !��#��k� pp SErY TOWN OF NORTHNUSSA �TH A DQOVER 77Ln, ,ti, , ' .�i...` k A Tie y p, . ! � ,.I L —' � as otkGB WARD APPEAL # :;:r 4P 04 4e, rt 01 the n tie - NOTICE OF DE 15IO I � Mte t , . .September . .d , . 19 05► . . , , . . . . . . , — ]date of Hoaxing -Aug . 1 Peti60n of t . .'An9uz . ReaIt . TrUAt. . . . t . . . . . . . . . . . t . . . . . . :. . . . . . . . . . . . . . . . . . . . . . . %e afaded . . . . . . . .Osgaod. Street .known .as, .-ID.77, Q-7go'oq special permit Merring to the abova petition Lor ek XAkWWX Irom the requirements of the .,5P.Gt: ,Qklt .4 Paragraph 4 . 13 (d) of the oning ByLaws - , , . . . . . . . t . . . . . . . . . . . . . . . . . . . . . . . . tt . . . . . . . , , . . . . . . . � . . , . . , . . . . so ai� to 'pernn t -construc on -of. .a, inew. .store .withim. Z50. .fer.t. a£. Laker . . . . . `Cochichewick or ar special permit to remodel an existing .building within . 50'. #met -of. .Bake. tCoi obewiok. t . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . l After-a pubUc bearing given.on #aye above date, tle Board of A ppeib vow to .GRAKNT. , . . . the' . . . . . . , p A C i A 1. p4 rMi „ : , , , , , , , . . and hereby authoni ize the Buiidzng Inspector to Wuo a per=tto . An-9US. .BeAIty .T;rU:0; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . t . . . . . . . _ for the wtruction of the ab+ave work, Wed upon the fibDowing wnditions: i - Plan be revised to show building be constructrd beyond 2501 from lak - The retaining wall shown on the pl&'n 'roust be constructed within 150 ' and 25V from the lake only except! in -the southeast corner of the to for- a sewer line arxd purnping station which is to be not greater than 01 on Great Pond noad, in a location to be determined by the North Andover ward of kiblic' Works . 1� -- The retaining wall must be Co �ct,ed and graded prior to the rr commencement of construction of any structure thereon and before any building permit for a struotur� .is .issue~df . . .�`kye , l�Oax,d, ��t��g ��s that two buiidifig permits may be required. . d - The parking tat as shown on thP_ •pIan or. .revi sad. phan ,+is, , to .br_. al lowe- within the 150 ' . and 25Q r 'zone . - Prior to the issuance of a. Cer if1cate - of- 0ccuvancy,,.-.tie , axis ting . structure (&tore) must be demolished,. That it stockade . fence'r closest to--..the •struotuie ,. .be. .cans-tructed on the northeast bo-undry abutting th6 -',Ragonese grope,rty in' addition to two rows of staggered white pine . : . .. . . . . . ... . . . . . . . , . . . . . (continued on Page 2) Boardaf Appealx ,--z .�:' i 2 guy -Tealty Trust scc i Street , r What- All of. - the WaIIS of the p_r posed structure be of the satne r ` rJajsk .excerpting glass . 8 That the glans be revised and �+xbmUtted 'to and approved b e Board prior to any construction on thei site . That necessary plans 'ha sub'mitte'd to the Building �flspect�x . showing that drainage from the store drains array fromthe lake through catch basins on Osgood Street. co That trash receptacles be enclosed in a masonry walled'enclosure with front non-transparent gates . , tj That the existing driveway to Great Pond Road , on the south bide of the site , be demolished at the area vestered to be a green area which is not to- be fertilized . L2 The retaining Wall shall 'be landscaped as shown on the plan. L3 Parking lot lighting stall be directed down . �App' licatian for. special pnrmit for existing -bui ding denied in light of the granting of the 'special perMitL for the above . The -Board finds that the previsions of Section 10 . 31 have been satisfied, The Board has determined that Town sewa a will be added to . the present a sanitary holding tank system s being used) which is of great benefit- to - the site. This Town b;ewag�p places this pctjtioner in a i different light from other sites bordering the lake-Is Watershed District. Frank Serio f Jr# f Y�arr an * Alfred E. Fri zellee ESg . f Vice Chairman Augustine N. Nickersone Cltrk Walter 'P. Soule , Raymond A. Vivenzlo BOARD OF APPEALS aka t y N • 5J f I ATTACHMENT NO. 4 Abutters List F t . ti . Abuaoe to A batter( Mje;h h)g Dept { } Canseevaiion { Zoning ( j RPQVJR6MFNT' MGL 40A,Seclkm 11 atates in part.Torties b interest as usc4 in W2 chaour sh;lr Mt�na the ps hone. alw."rs,milers of land directly cPasilem any Rul*"vC or P[4vata way,and ohul!ers to sbulbers v aNfl Me hundred Pffl)feet of rive property line nr tha pu',63ner as MY appear an the must recent apPR HV-- tax list,M v&hstanding 4hat iho rt nd of any smh omier is located in afmil cr City dr byem,the p3arinlfq hoer-5ofthe rAyor Wnr-and"pranning board of everyahuWng City or lawn.` SiLbLL5ctPfoperfV.- ME r=i& Namo Address 35 27 ANGUS REALTY CORP 1077 OSGOOD STREET, ffORTfi' 41dD�VEfi,,E4A 47?84; Ahuftars Properfies Mat p4tree Nqme Address 35 20 Great Fend rossl€1gr LLC 865 Turnpike Slroet,2nd ff,North Artdoverr#a4�101845 35 so 0spod Properties, 1-LC ass Turnpike Street.No&Andover,MA ID1&45 30 2112W44 Town of North Andover 120 Main Street,North ArWovar, MA 0184$ 35 90 NeaE ShapEeigh 75 Fronch Farris Road,North Al dWarr NIA O1"6 35 47 F❑vrzol,LLO IS Main Street Suite 8-B, FrerEklirn,MA O'4039 35 15 Vlacent Grasso 10 Commerce Wayr North Andoverr MA 01845 36 35 Haphey RealtyTirust 44€ussell Street.Hoilh Andover,MA Of846 35 53 1140 OsgcKA Street Teclst 1169 Osgood Street,NO&Andover,MA 01845 35 13 Edward Rkwnitles 37 Stone4eave R❑ad,Edofqt Andover,MA Ola45 35 14 One Clark Street N.A. LLO 22 Fran Street Suilte 300,Portland.ME 44iO1 35 V4 9 Town of North Andover 120 hfafn Sts+eetr North Andover,MA G1W 35 56 Paul Lawson 1925 rent P❑rld Road,Werth Artdoverr MA O1845 35 59 {elcstiat Realty Trust 100 Great.Pond Road,north Andover,MA 01"5 35 108 Joseph Pelich 1915 Great Bored Road.North Andover.MA 01845 $6 61 John Ketity 40 LowWl Skae€,Peabody, MA Olt 35 5 Fr derick Fontein 1895 Great Pored Road,North Andover.MA 01 W 36 91 l itchaef Salach 63 Freach Fafm Road,Norsf7 Andover,NA 01845 35 7 1160 Osgood Street Trust 1159 Osgood Street,North Andover,MA 01845 35 37 Uoent Tyler 1149 Osgood Slfaat,North Andover,MA 01845 35 0 TOW Mccafthy 1145 Ogood Street,Nof€h Andover,MA 01645 35 94 WW rn SEatEioS 33 Franch Farris Road,North Andover,MAk O1845 35 93 rred 8ourher 45 French r-arrn Road,North Andover,MA 01345 35 92 Brian Mcanally 53 French Farris Road,North Andover.MA 01346 35 51 Simonaa Marchand 18131 Great Pond Road,North Andover,MA 01845 Lake Goch€chewicE; Commonwealih of MA 100 Cambridge StrQetr E3aston,MA O2202 This cer"Os that the names sippearIng on the r'3 $ Of the Assessors office as of 10 CCTfifred by. DID i ATTACHMENT NO. 5 Erosion and Sedimentation Control Plan EROSION AND SEDIMENTATION CONTROL PLAN ANGUS REALTY CORPORATION 177 OSGOOD STREET NORTH TH A DOVER, MASSACHUSETTS 01845 Prepared For: Angus Realty Corporation 1077 Osgood Street North Andover, Massachusetts 01845 Prepared By: Lnnfield Engineering, Inc. 199 Newbury Street, Suite 115 Danvers, Massachusetts 01923 May 12, 2008 TABLE OF CONTENTS SECTION1' EROSION AND SEDIMeNTATION CONTROL PLAN 1 1.1 Sedfment and Er mon Control I 1.1.1 General I 1.1�2 Prop ad Erosion and Sedimentation Control BM 1 1.1.E 1 Sediment n I 1,1.2.2 Straw or Hay Bale Barrier 3 1.1.2.3 W n g Natural Vegetation 4 1.1.2.4 Land GradIng and Stabilization 5 1.1.2.5 L)ust Control 7 1.2 MaIntenance of BMPs S TABLES 1 Sediment Fence Installation Guiid 2 2 Straw or Haybale Ba�rerinkma[on Guide a } -P } K�N3 a 4m r[ m51 8 p watershed SpebaJPe rm Rm 4nand Sedimentation Contromoc.dcic i i I i SECTION I EROSION AND SEDIMENTATION CONTROL PLAN 1.1 SEDIMENT AND ERQ ION CONTROL 1.1,E Qq era[ Erosion and sedlmentation control BMPs have been incorporated in the }proposed design to protect surface water adjacent to the site. Erosion and sedimentation practices proposed to be Implemented will be constructed in phases as the {project {progresses. The first Stage will include the Installation of sedirr ent fences and hay bale barriers downgradIent frorn future corstrucdon act!vlt€es. Hay bales and silt fences will also be installed dow5gradli rnt of areas exposed during barrow act€vitles. Exposed slopes w€11 be stabilized according to slope length and steepness, soli type, and the length of time that the slope wili be exposed. Based on these parameters, stabilization may include temporary seeding, permanent seeding, or erosion control rnats. The second stage will be the construction of catch basins to control runoff stor-mwater before discharging Into the storm water management system. Ongoing structural and non-structural erosion and sedimentation control BMPs will include street 5weeping, stabilizing exposed areas, and ma€ntainIng ifrkp€erns anted BMPs. 1.1.2 Proposed Esloe and Sedimentation ContrQj BMPs Structural and non-structural erosion and sedlrnentaUon control BMPs proposed for this project are based on the Massachus8tts Department of Environmental Protection (OEP) Storrnwater Management Poi€cy. Drawing -3, Erosion and Sedimentabon Control Plan, presents a layout plan indicating locadcns far proposed erosion and sedimentation control BMPs to be lnstailed during the initlal construction phase. 1.1.2.1 Sediment Fence The sediment fence rs constructed of stakes and synthetic filter fabr€c. A sediment f'erice intercepts and detains small amounts of sediment from disturbed areas during con�itructlon operations and reduces runoff velocity dowry a slope. Sediment fences shall be Installed at the following locations: Below smalI disturbed areas of less trays 1/4 acre per 0 feet of fence, where runoff may occur in the form of sheet and rill erosion; Where runoff can be stared behind the sediment fence without damaging the fence, or the submerged area behind the fence; + LocaLe the fence at least ten feet frorn t h a toe of steep slopes to provide sediment storage and access for cleanout; and, • The fence line should be nearly level through most of its length to impound a broad, ternporary pool. The last 10 to 20 feet at each end of the fence should be swung slightly uph€ll (approximately 0.5 feet in elevation) to provide storage capacity. -1 K:\364.40\Reports\55120"j)p W ate rs#ted Sped aI PcrmitNErosion and Sed I me-nta tim Contm[Vxt.doc Drainaga areas upigradient from Sediment fences should be limited to 'A acre per 100 feet of fence, and no more than 1.5 acres in total; or in combination with sediment basins on a larger site. The drainage area is further restricted by slope steepness as shown in Table 1 TABLE1: Sediment Fence Installation Guide ......... ..........-- Land Slope (ova) Maximum Slope Distance --.................... - Above Fence feet) -- S................. -- 5 ......................._.- ISO 10 10 .............--- — 20 so 30 30 The filter fabric u,-md in a sediment fence must have sufficient strength to withstand various stress condIt€ons. It also must have the abillty to allow passage of water while retaining salt particles. Support pasts must be 1-inch diameter pine, 1.33 1b.Jliner ft, steel, or sound quality hardwood with a rninirnum cross-sectional area of 3 square Inches. Steel posts should have projections for fastening fabric. The following techniques for installing sediment fences are recommended. IP Dig a trench approximately six Incises deep and four inches wide, or a -trench; along the lines of the fence, upslope side; IP Drive posts securely, at least six inches Into the ground, on the do nslope side of the trench. Space posts a maximum of eight feet if fence is supporters by wire, six feet if extra-strength fabric is used without suppoft wire. AdJust spacing to place posts at Iow points along the fence lime; • Fasten support wire fence securely to the upslope side of fence posts. Avoid joints, particularly at low points in the fence line. W€ sere joInts are necessary, fasten fabric securely to support posts and overlap to the next post; • Place the bottom six Inches of fabric in the trench. Backfill witil compacted earth or gravel; Filter cloth shall be fastened securely to the woven wire fence with t€es spaced every 24 Inches at the top, mid-sectlon, and bottom; To reduce maintenance, a shaltow sediment storage area may be excavated on the ups€ope side of fence where sedimentation is expected; Provide goad access to deposition areas for cleanout and maintenance; • Sediment fences should be removed when they have served their useful purpose, but not before the upslope area has been permanently stabilized. Retained sediment roust bo removed and properly disposed of, or mulched and seeders; • Any outlet where storm flow bypass occurs most be stabilized agaln5t erosion; and, • Provide as outlet riprap splash pad a minirnum five feet wide, one foot deep, and five feet long on level igrade. The fipIsheri surface of the riprap 5huuld blend with surrounding area, aflo ing no overfall. The area around the pad must be stable. -2- K,: 364-401RepaTts\G51M8_App Watershed Spedai Permit\Erasion and Sedimentation control\txt.doc The following maintenance procedures are required for sediment fences: Sediment fences should be Inspected irnmed€ately after each rainfall and at least daily during prolonged rainfall. repairs rieed to be made as soon as they are oi�servect; • Remove sediment deposits promptly to provide adequate storage voiume for the next ra€n event and to reduce pressure on fence; If the fabric tears, decomposes, or In any way becomes ineffective, replace it immediately; Replace burlap used in sediment fences after no more than 60 days; and, Remove all fencing materials after the contributing drainage area has been properly stabilized. Sediment deposits remaining after the fabr€c has been removed should be graded to conform with the existing topography and vegetated. 1J.2.2 Straw or Hay Bale Barrier Straw or Cray bale Furriers cans€st of a row of 8ntrenched and anchored straw or hay bales. These barriers are user€ to Intercept and detain small amounts of sediment from disturbed areas of limited extent to prevent sediment from leaving the s€te. Straw or hay bale barriers need to be installed at the foI low]ng Iocations; * pownslope from disturbed areas subject to sheet and rill erosion; * In minor swales vvhire the maximum contributing drainage area €s not more than one acre, and, * Where effectiveness is required far less than three months. Straw or hay bale barriers are used similarly to sediment fence haulers; specifical€y where the area below the harrier Is undisturbed and vegetated. Bale barriers rewire more maintenance Chart silt fence barriers afid perrneability through the males is slower than sediment fence. Maximum recommended slope lengths upslope from straw or hay bale barriers as Indicated In Table 2. TABLE 2: Straw or Hay Bale Barrier Installation Guide Slope (°lo) Maximum Slope Len th feet 4 100 9 - 60 .w. 14 4D 18 30 �j56c—a 0t ,E QpvidEng storage for orEe Inch of runoff. -3- K:1364-40�Reports\05120E8 App Waters€ted $pedal permit\Erosion and Sedimentation ControRtxt.doe The following teci,niques for installing Straw or hay bale barriers are recommended'. • Bates should be placed in a single row, lengthwise on the contour, with ends of adjacent bales tightly abutting one another; • All baie� should be tied with organic fiber fabric. Straw bales should # e i�}stalEe i so that bindings are oriented around the s€des rather than along the tops and bottoms of the Bales In order to prevent deterioration of the bindIngsf qh The barrler should be entrenched and backf€Fled. A trench should be excavated the width of a bale and the length of the proposed barrier to a minimum depth of four Inches. The trench roust be deep enough to remove all grass and other materiai which might allow underfloor. After the bales are stated and chinked (filled by wedging), the excavated soli should b8 backfilled against tine barrier. Backfitt soil should conform to the ground level on the downhill side and should be built up to four inches against the uphlEl side of the barrier, Each bale should be securely agchored by at least two wooded stakes driven through the bale. The first stake in each bale should be driven toward the previously laid bale to force the males together. Stakes should be driven at least 18 inches deep into the ground to securely anchor the bales. I'or safety reasans, stake$ should not extend above the bales but should be driver) in flush wlth the top of the bale; Set I hay bale perpendicular to tEle slope every 50 feat On slopes over 513/1,; ■ The gaps between the bales should be clinked with straw to prevent water from escaping between the bales. Loose straw scatterer) over the area i rnrnedlatefy uphllt from a straw bale barrier tends to increase barrier efficiency. Wedging must be clone carefully in order not to separate the bales; and, • Straw bale barriers should be removed when they have served their usefulness, but not before the upslope areas have been permanently stabllized. The following maintenance procedures are required for straw or hay bale barriers: Ida€e barriers should be inspected Immed1atelly after each ru€>;off-p rod ucing ralnfaII and at least daily during prolonged rainfall; 41 close attention should be paid to the repair of damaged Dales, kindercutting beneath bales, alid flow around the ends of the bales; + Necessary repalrs to barriers or replacernent of bales should be accompilshed proMptly; • Sediment deposits should be checked after each runoff-produc€ng rainfall. Sediment deposits must b2 rernoved when the level of deposition reaches approximately V7 the height of the barrier; and, Sed1ment deposits remaining in pface after the bale barrier Is no longer required should be dressed to conform to the eiski€>Ig trade, prepared and seeded. 1.1.2,3 Preserving Natural Vegetation Natural vegetation should be preserved whenever pos5lble, but especially on steep slopes, near perennial and lnterm€ttent watercourses or s ale, and on building sites In wooded areas. Preserving natural vegetation has the following advantages: • Save money on site stabilization; • Save looney on landscaping costs', • Delp reduce soil erosion; -4- K-1364-4o\Reperts\G512D8_App Watershed SpeclaE Pears€t\Erosion and Sed1mentation control\txt,doc Beautify an area; do Provide areas for v4dlife; arid, Provide buffers and screens against noise. The following criteria are recommended for preserving natural vegetation: Clearly flag or mark areas around trees that are to be saved. it is preferable to keep ground disturbance away from the trees at least as far out as Lhe dripiine. if possible, place a barrier around the trees. Bulldozers are notorious for damaging trees. Besides skin ni rig barb from tree trunks, their tracks severely darnage tree roots which are close to the surface; and, Place a Fimple wooden fence around the tree. )inexpensive or scrap lumber will do. Snow fencing, although more expensive, is easy to install. The fence should enclose an area at least five foot out from the tree trunk. Erect the fence before the bul€dozer arrives and leave it up until the last piece of equipment has left the area. Maintenance procedures include inspecting flagged areas regularly to make sure flagging has not been removed. if tree roots have been exposed or injured, recover and/or seal therm. 1.1.2.4 Land Grading and Stabilization [_and grading and stab€l€nation need to provide for starface drainage and erosion and sLt,dirnelitation control while reshaping aid stabilizing the ground surface or maintaining temporary stockpiles. This practice applies where the existing ground surface is regraded, now cut or fill slopes are created, or existing slopes or ground surfaces would otherwise be unstable or subject to erosion. Provisions Should be made to safely convey surface runoff to storm drains, protected outlets, or to a stable watercourse to Ensure that the runoff will not damage slopes or other grades areas. Wherever possible, runoff water should be diverted away from the top of cut and fill !slopes to stable outlets or grade control structures. Compaction can be a major factor in erosion control for fill slopes. in addition to other compactlon controls required by the nature of the project, the minimum criterion recommended for successful erosion control an fill slopes is to compact the uppermost one foot of filf to at least 850/a of the ma imurn unit weight based on the mod€fled American AssociatFon of State Highway Transportation officials (AASHTO) compactiatl test. This is usually acc-ornplished by running heavy equlpment over the fill. Slope gradient Is are important factor in the success of vegetative restabilization measures. Normal tillage equiprni�nt cannot be used to prepare a seedbed on AQPP 3s 2H:IV or steeper. Storm water runoff will result in the loss of suds, fer-Ul€ze, and so€I. Slopes steeper than 2H.I f will usually require special 5tablhzabof� measures such as a crashed rock or riprap layer or geosynthetic erosion control blankets. Borrow and stockpile areas present the saute set of problems for the control of erosion and sedimentation as exposed cut arrd fill slopes. Runoff should be diverted from the face of the slopes which are exposed In the excavation process. The runoff must then be conveyed in stabitized chaRneis to stably disposal paints. The measures used to control erosion on slopes should also be used in borrow area. Only those sections of th4e borrow area which are currently needed to supply fill should be -5- K:�3b4-40�Repofts\051208_App waterskted Speciai Permit\Ero8lon and SedImerrta tic,n Controivxt doc stri:ppL-d. Immix dlately after the required fill has been taken, the exposed area should be stabIiI�!ed. Topsoil from borrow areas is usually strapped and 5toc-kp€led €or later recltstribution on the disturbed area. These stockpiles should be located on the uphiit side of the excavated area whenever possible so that they can act as diversions. Stockpiles should be shaped and seeded with temporary corer. After the a cavatten Is complete, barrow areas should be regrad4cd to insure proper drainage and to blend the borrow area with the surrounding topography. Stockpiled topsoil is then redistributed and perrnanent vegetative cover established. If final grading is delayed, temporary seeding should be used. By properly timing the disturbanc-e of the natural cover in the borrow area [n carefully planned phases, the area of exposed soil and the duration of exposure i�i reduced and, therefore, erosion losses are reduced. Although erosion rates on steep exposed slopes are higher than on flat or gently sloping areas, all areas of exposed soil are vu€ncrable to erasion. If erosion control is Ignored on larger areas of nearly flat or gently sloping land, it wtil be possible for significant amounts of soil to be eroded. Clearing, grading, and vegetative restab€ffzation In these areas can. be timed so that the extent of exposed area and the duration of exposure is 1-n[nirnized, These areas require prompt vegetative restabiiizatlon. Temporary seeding or mulching is required where larger areas will not be permanently stabilized within recommended time lImIts. Diversions, sediment barriers, or traps constructed on the lower side of large dtsturhed areas should be used to Intercept and collect sediment. Gravel or stone filter berms should be used at intervals along a right-of-way to intercept runoff and direct it to sti #bl lzed areas, drairiageways, or enclosed drainage system inlets. Filter berms slow runoff, filter it, and collect sediment, The berms will need some continuing maintenance, but can be crossed by construction equipment. The following criteria are recommended for land grading: and stabilfzatlon: Cut or till slopes which are to be vegetated should not be steeper than 2H.1V. If a slope is to be mowed, it should be 3H 1V or flatter, dopes of materials not to be vegetated should be at the safe angle or repose for th8 materials encountered; • Provisloris should be made to safely conduct surface water to storm drains or suitable natural water courses and to prevent surface runoff from damaging cut faces and ftii slopes; Terraces or diversions should be provided whenever the height of the cut or fill exceeds 25 feet. The benches should divide the slope face as equally as possible and should convey the water into stable outlets. Benches should be kept free of sediment duiing all phases of developmE� nt; E cavattons should not be made so close to property fines as to endanger adjoining property without suppordrig and protecting such property from erosion, sliding, settling, or cracking; • No fill should be placed where it will slide or wash onto the premises of another or be placed adjacent to the bank of a channel so as to create bank failure or reduce the natural capacity of the stream; and, All graded areas should be permanently stabilized immediately following final graving, K:\364-401Reports1051248_App WaWrshed Special PermltlErasion and Se€€imentatfon corrtro€\txE_doc The following maintenance procedures are recommended for land grading and subillz4�d areas: 41 All slopes should be checked periodically to see that vegetation is in goad cond{tfon. Any rills or damage from erosion and a€ kraal burrowing should be repaired immediately to avoid further damage; • Diversions, berms, and waterways should be checked after every rainfall event to see that they are functioning properly. Problems found during the inspections should be repaired promptly; Areas requiring revegetation should be repaired immediately-, • dopes should be limed and ferti[Lzed, as necessary, to beep vegetation heafthy; and, Control undesirable vegetation such as weeds and woody growth to avoid bank stablifty problems in the future. 1.1.2,5 Dust Control This practice applies on ccnstructfon rolAtes and other disturbed areas 5UbJect to surface dust movement and dust blowing where ors-site and off-site darnage is likely to occur if preventative measures ale not taken. In planrfing f(>r dust control, it i!5 important to schedule construction activlties so that the feast area of disturbed soil fs exposed at one tune. For disturbed areas not subject to traffic, vegetation provides the most practical and efficlent means of dust control, F'or other areas, control measures inciude mulching, sprinkling, spraying adhesive or calcium chloride, and wind barriers. The following dust control methods are recommended: Vegetative cover - For disturbed areas not subject to traffic, vegetation provides the most practical ,method of dust control; Mulch (including gravel mulch) - When {properly applied, mulch affer5 a fast, effective measures of controlling dust; Spray-on adheslve - Latex emulsions ar resin in water can be sprayed onto mcneral soil to prevent particles from blowing away; ■ Calcium chlorlde - Calcium, chbride may be applied by mechanical spreader as loose, dry granules or flakes zit a rate that Keeps the surface ,moist but not so high as to cause water pollution or plant damage; Sprinkling - The site may be sprinkled until the surface is wet. Sprinkling is especially effective for dust control on haul roads and other traffic routes; Stone - Used to stabilize construction roads; can also be effective for dust control; and, Sweeper - A street sweeper can be utilizer} to clear, accumulated dust on paved areas. The following maintenance precedurea are required for dust control: • Maintain dust control measures properly through dry weather periods untfl off disturbed areas have been permanently stabilized; Inspect exposed area regularly to determine what type of dust control ,methods would be most applicable. Wet area until a more long,torrn dust control solution has been implernenWd, and, + Inspect stabiffzed areas regularly to evaluate effectiveness of implemented dust controls. -7- K:\3G4-401Repaa#s1O51208_App Waterslied Speciat PeTmn t�Eroslon and SedlmentatEan Cnntrol�txt.doc 1.2 MAINTENANCE OF BNPS AN BM must be malMained in er ,tveoperabng condItion. If site pe dam @en!| y£ BMA that are not operatIng effectively, maintenance mug rformed b or the next aflUcipated storm event, OT aS necessary maintain the continued effectiveness BMA. If rnalntenance prior to the next anticipated storm eventR Impracticable, maIntenance must be h u*d and accomplls d asp on as practicable. In the case of non. r r-tural BMPs, the effectiveness of tl| eBMP must be m@nm|rie d by appropriate means. � -B- R y -4A � sl p we +k e m �rm & m andd me,@t n Coil ATTACHMENT NO. 6 Emergency Respon e 'Pla n { r 6� r f I r i I i EMERGENCY RESPONSE PLAN BUTCHER BOY MARKETPLACE E 1077 OS GOOD STREET NORTH Al DOVE , MASSACHUSETTS Prepared For: Angus Fealty Corporation 1077 Osgood Street North Andover, Massachusetts 01845 Prepared By: Lynnfleld Engineering, Inc. 199 Newbury Street, Suite 115 Danvers, Massachusetts 01923 may 12, 200 TABLE OF CONTENTS EMERGENCY CONTACTS SECTION I.G. INTRODUCTION 1 1.1 PURPOSE I SECTION 2.0: GENERAL FACILITY INFORMATION 2 2.1 Fablity Description O CFR 11 Z \5 2 2.1.1 Location, and Activities 2 SECTION 3.0. DISCHARGE RESPONSE 2 3.1 Response a Minor Disr-harge 4 3.2 Response a Mali Dwcl| ems e 5 3. Waste Disposal 6 3.4 Discharge NotifIcation 6 3.5 iZjeanup Coritrar-torsand EquipmentSup¢| S 7 FIGURES ! Locus Man APPENDICES A D6chargeNotification Form Agericy Notification Standard Report -|- eQ wm rts a—Ap Waters d E�d m m \E mergency Response F1lntw do EMERGENCY CONTACTS Desigiizited persone Spogmme foremergency response'. Facility Response Coordinator - Alan Yarneen 978.688,1511 G@neralManager - Dave Barry 978.688,1511 EMERGENCY TELEPHONE NUMBERS: North Andover Fire Department 97 688.9590 or 911 Massachusetts St ePdme (Andover Barracks) 978.475.380O MADEP Emergency Response Center 888.304,1133 MADEP OilRem ] »n and Compliance Bureau 888.304.1133 National R pony Center (U.S. C « Guard) 800.424.8802 MADE 617,292.5500 USEPA, Region1 (17. 3 2265 Local Hospital. Lawrence G@neral H pidt ! 1 Gem m| Street , Lawrence, MA 01842 978,683.4000 or 911 poi8on Control Ce er 800.442.63O5 Emergency Response Contractor' CYw Environmental Servlce5, I . 800:22,6365 ENPRO Services, G BOD.966,1102 CHEMTREE Emerge y 80 424g3DO g m\R pA 208-A7 Watershi2d Sped m FIE rmi t%% k9msa AAet�- mry M me kr SECTION 1.0 INTRODUCTION The purpose at this EmergeRcy Response Part (ERP) is to describe measures to be Irnplernented by Butcher Boy Marketplace (S P) to prevent oll or hazardous material djscNi.rges from. occurring, and to prepare BMP to respond in a safe, &fective, and timely manner to mitigate the impacts of a discharge. This ERR Plan is used as a reference for oil storage information and testing records, as a too[ to communicate practices on preventing and responding to d[scharges vvjLh employee,s, as a guide to fatuity inspections, and as a resource during emergency response. -I- K:1364-40�Reports�05I208_App Watershed Special Perm[t\Eraergency Response Planitxt-doc SECTION 2.0 GENERAL FACILITY INFORMATION Name, Butcher Boy Mama a (BMP) Address: 1077 0!5g oQd Street North Andover, Mae5achusetts 01845 978.688.1511 Tye: Retail Shopping Mail ; Owner/Operator: Angus Realty ; 1077 Osgood Street North Andover, Massacilusetts 01845 Primary contact, Man Yameen, Facility Response Coordinator 2.1 FACILITY D.ESCRIPTION (40..CFR Iia.7(A)(.3..).1 2.1.1 LQc flon a n d Activities The Angus Realty Corporatioil site consists approximate 9 are site occupied by a 29,934 square foot (SF) retail building and as5odated parking lot areas, T el B zoned General BLts m s D| ts w r the zoning Bylaw Town of North Andover l t a men ded May 2004, Th@ sI te G bo and no rthe Ky by r Sg enNaIpro p erty; ems m Hy by underdeveloped woodlands, a, dl a resIdentlalhome; southerly by Great Roy (State Route 133), and Lake C \ e ; and, weaterly by Osgood StreEA (State Route 125). The site R occupled by Butcher Boy Marketplace, a retail mail and associated i-k ing lot areas. Figure No. y LocusPlan, presents the5r[on of the Ub within the Town of North AndoV�. ( K. -40+U6 6 651 8-A Wate» d 4 � rmem Y �± �lnr%% 4. c SECTION 3.0 DISCHARGE RESPONSE PONSE This Section describes the response and cleanu p p ro ced ores in tine event of an olI d€scharge. The uncontrolled discharge of oil to groundwater, surface water, or soil is prohibited by State and possibly federal laws. Immediate action must be taken to conti-ol, contain, and recover discharged product. In general, the fallowing steps are taken: • Eliminate {potential spark sources; • If possible and safe to do so, Identify and shut down source of the discharge to stop the flow; • Contaln the discharge with sorbents, berms, fences, trenches, sandbags, or other material; • Plug drain pipes dovvngradlent from the spill to contain spilled material; • Contact the Eac€i#ty Response Coordinator or hi€s alternate; IP Contact regulatory authorities and the response organization; and, IP Collect and dispose of recovered products according to regulation. For the purpose of establishing appropriate response pros-Ltdures, this ERP Plan classifies discharges as either "minor" or "rnajar,' depLndMg on the volurne and characteristics of the material released. Table No. 1 presents a list of Emergency Contacts. The list should be posted at prominent focadon8 throughout the far-illty. If material is released outside the coritalnment areas, it is critical that the matertal Is accurately Identified and appropriate contmi measures are taken in the safest possible manner. Consult the M D s file in the Facility office. FABLE No. 1: Emergency Contacts Designated person responsible for ernergonc response activlties: Facility Response Coordinator - Akan Yarneen General Manager - Dave Barfly 978.688.1511 EMERGENCY TELEPHONE NUMBERS: North Andover Fire Department 978.638.9590 or 911 Massachusetts State Pol€ce (Andover Barracks) 978.475.3800 MADEP Emergency Response Center 888.304,1133 -3- K:13b4-40�Reports�05120$_App Watershed .Special Permftt Emergency Etes�orkse Pla��tXUOC MADEP Oil Remediatlon and Compliance Bureau 688.304.1133 Natlor}al Response Center (U.S. Coast Guard) 800.424.8802 MADEP 617.29 .5000 USEPA, Region 1 617,2 3,7265 Local Hvsp€ital: Lawrence General Hospital I G8meral Street La ri rnce, MA 0184 978.683.4000 or 911 Poison Control Center 800.442. 305 Emergency Response Contractor, CYN Environmental Services, Inc. 800.6 2.63b5 EN PRO Services, Inc. 800.966.1102 CHEMTREC Emergency 800.424.9300 3.1 RE PONSE TO A MINDPt DISC14ARGE A "minor' discharge is defined as one that poses no sig�jii'icant harm (or threat) to human health and safety or to the environment. Minor discharges are generally those where-. The quantity of product discharged Is small (e.g., may Involve less than 10 gallons of oil or gasoline); Discharged material is easi€y stopped and controlled at the time of the discharge; Discharge Is localized near the source; Discharged material is riot likely to reach water; There is little risk to human health or safety; a:nd, There Is little risk of fire or explosion. Minor discharges can usually be cleaned up by B P personnel. The follow€ng guidelines app€y: Immediately notify the Facility Response ooreflnator; • Under the direction of the Facility Response Coordinator, contain the discharge with discharge response matey€als and equipment. Place discharge debris in Prcpefly labeled waste r.:orstainers; -4- K:�354-40\keports\051208_App Watershed Spedaa Permit\Emeageney Respa se PjsnlbCk.doc • Inspect stormwater maDagernent system catch basins, manholes and tormceptor units to Insure trey are tree of debris and/or cc n ta rn marts; * Cleaning of the Storrnceptor units shaft be completed in accordance with the manufacturer's reeommendaticns.. Refer to Owner's ManuaI presented ire the Inspection and Maintenance Plan; The Facility Response Coordinator will comp€ete the Discharge Notlficatlon Form presented in Append€x A; and, If the discharge iRvoives more than 10 gallons of gaso€ire or diesel Biel, the Faci€ity Response Coordinator will notify the MADEP Emergency Response Center at 888.304.1133. ,2 RESPONSE 'Q A MAJOR DIS. IHARC�iE A "major" discharge Is defined as one that cannot be safely controlled or cleaned up by facllIty personnel, such as when: The discharge is latrge enough to spread beyond the immediate dischi��rge area; The d1scharged material eaters water; The discharge requires special equlpment or training to clean up; The discharged materia€ poses a hazard to human health or safety; or, There is a danger of fire or explosion. M the event of a major discharge, the fallow€ng guidelines apply: All workers. must immediately evacuate the discharge site via the des€grated exit routes and move to the designated staging areas at a safe distance from the discharge. Exit routes are included on the facility diagram} and posted in the maintenance building, 0 the office building, and on the outside weld of the outside shed that corttairis the spill response equipment; If the Facility Response Coordinator is not present at the fadf[Ly, the senior on- slte person notifies the Facility Response Coordinator of the discharge and has authority to Initiate notification and response. Certairk riotlficatlons are dependent on the circumstances and type of discharge. For example, if oil re-aches a sanitary sewer, the publicly owned treatment works (POTW) should be notified Immediately. A discharge that threatens Lake Coch[chewlck may require immediate notification to the Town Department of Public Works; • The Facility Response Coordinator (or .senior on-site person) must call for medical assistance if workers are injured; + The Facillty Response Coordinator (or senior on-site person) Must notify the Fire Department or Police Department; The Facility response Coordinator (or senior on-site person) must call the spill response and cleanup contractors listed in the Emergency Contacts list preseflted at the front of th1s Plan; The Facility Response Coordinator (or senior on-site persvri) must immediately contact the MADEP Emergency Response Center (888.304.1133) and the National Response Center (888-4 4-8802); • The Facility Response Coordinator (or senior on-site person) must record the call on the Discharge Notification Farm In Appendix A; + The Facility Response Coordinator (or senior ors-site person) coordinates cleanup and obtains assistance from a cleanup contractor or other response organization as necessary; and -S- K:\364-40�Reports1Q51208_App Watershed Special Permit\Emergency Response Plan\txudoc I • The Facility Response Coordinator (or senior onsite person) shall Inspect all cornponent5 of the storrn ateE- management systern including manholes, catchbasIns and Stormceptor Emits to insure that they are free of debris and contaminants and are functioning properly; and Cleaning of the Stormceptor units shall: be perfos-med in accordance with the manufacturer's recommendations. Refer to the Owner's Manual presented ir} the Inspection and Maintenance Mark. If the Fac€llty Response Coordinator is na availab€e at the time of the discharge, then the next highest person in seniority assures respon5ibi€ity for coordinating response activItles. 3.3 WASTE DISPOSAL Wastes resuItiing from a minor discharge response will be con taInerIzed In €mpervlous bags, drums, or buckets. The Facility Response Coordinator will characterize the waste for proper disposal and ensure that 1t is removed from the facility by a licensed waste hauler within two weeks. Wastes resulting from a major discharge response will be removed and disposed of by a cleanup Contractor. 3.4 DISCHARGE NOTIFICATION Any size discharge (i.e., one that creates a sheen, emulsion, or sludge) that affects or threatens to affect navigable waters or adjoining shorelines must be reported Immediately to the National Response Center (I-BDO-424-880 ). The Center is staffed 24-hours a day. The person reporting the discharge must provide the 1:oI low i:ng irkforrnatlon; Name, location, organization, and telephone number; Narne and address of the party responslhle for the incident; Date and time of the Incident; l_ocatfon of the incident; Source and cause of the release or discharge; Types of materlaf(s) released or discharged; • Quantity of materials released or dfschargi d; Dander or threat posed by the release or discharge; Number and types of injuries (if arty); • Media affected or threatened by the discharge (i.e., water, land, air); • Weather cond1tions at the incident location; and, Arq ether Information that may help emergency personnel respond to the incident. Contact information for report€ng a discharge to the appropriate author€ties is lasted on the Emergency Contacts sheet at the front of this P€an and is also hosted in prorninent locations throughout the facility. In addition to the above reportlflg, 40 CFR 112.4 requires that infofmat3an be submitted to the EPA Regional Administrator and the appropriate State agency in charge of oil pollution control activities whi2never the facility discharges {as defined K:1364-40\Reports1051Z08_App Watershed Special Permltt Emergency Response PEa not.doc i in 40 CFR 112.1(b)) more than I.,000 gallons of oil in a single event, or discharges (as detlned in 40 CFR 112.1(b)) more than 42 gallons of oil in ear-h of two discharge incidents within a 12-month period. The following Information most ba submitted to the EPA Regional Administrator and to MADEP within 60 days: • Name of the facility; • fame of the owner/operator; Location of the faculty; Max1mum storage or handling capacity and normal daily throughput; Corrective action and countermeasures taken, inclrud`rng a description of equipment repairs and replacements; Description of facility, including maps, flow diagrarns, and topographical reaps; Cause of the dlscharge(s) to navigable waters and adjoining shorelines, including a failure analysis of the system and subsystem in which the faVvre occurred; • Additional preventive measures taken or conti rmplated to minimize possibility of recurrericer and, Other pertinent information requested by the Regional Adminl5tratar. An Agency Notification Standard Report Form for submitting the informat€are to the EPA Regional Administrator and to MADEP is included In Appendix A. MADEP requirements for Reporting Oil and Hi# aardous Waste Spills and Groundwater Contarnination to MADEP is presented in Appendix A. ,5 CLEANUP CONTRACTORS AND EQUIPMEfff SUPPLIERS Contact information for specialized spill - se and clear�o contractors are provided 1n Table No. 1. These contractors have the neces-qary equrpment to respond to a discharge of oil at BMP. -7- K:\364-40\Reports\05i208-1pp Watershed Special Perm3tNEmergency Response Plafivxt,doc i FIGURES (Olr v;� r bi nr lI a� It IV, , gill IlJ l)"Npl u �� �' ` � ( 'p num r � � r /`✓ � rme r r r, rf i m, ryry �;, ' �� ✓� u�� cur ��Id - k � ; s, 9 1 �', f � u w //r pil" pj U Zoo „ G Ui P ,,ifi d V �I k �r u,, a �✓� �17% � � V k � t li 4 6 �� �I� IG r fl / irrVil 4 D� ✓ Ao, l r� ✓ ", 1f ai �� �� la °✓ "„ v kr/ka k- �b Vv �/r��r�i At / ; ,tit �� n61, r✓ '"P"u'0 m z e r tilt ufv r, g - ✓r . a � �i p ��C` a (d A � I � ?11 PIP"" r�1 krl�v w lJm � f� % r �,r / a 11 yr N , g 1 k a k w 4 l lNl II � ,,,, m�. �� r�(N �Y tl� � ✓ � � � �I�""may -rtHµ ��� u� �,I f � � D14 '� 9 1�"/�dd!(f�,� // �' Y�P`r� �F J/✓/�+j i i i �' JIB �I �pVA)11 yr xi✓r/O� � �,I Ii�+ �JSI I " u �,��f^ 1NYmx ��� /w �I. p mq It F i �GF && Ar If Ifr Y my v k✓ �� y Nip �i m t✓ , J (t » riro/ elf a U p 1 �w ri nr J r y� r or�a� m� h In i r irrrr " i� r i w .:. ,,� �., �� kv r� l✓ r l//lrar� '�''' (n�/fir � � � v�y�,,. I �,�✓k �` � � � mw � / k Vet �i I W ,���1 '.I�r e��rvr vir �'� �Iv I e � �� I����r/� ri �r 1r II&' � �� r ✓ kP� 1r / � I W� ✓� r/ N „ ,a u m r 1 % v � I Slur �. _.. 31 I .(: w S �'IIL A N 1 ,. UT NORTH ,At�,GiDOWI MSS H�.,S5ETTS HASED ON U S-G-So �.q,A;[�RANGV„re WGRCE'STER � � C F 9E1 F I I l EE I , 9 : L TIlUDE. �42" 42' 52.4��5"N DANVE �, c�I I U IS ET I" APPENDIX Discharge Notification Form/ Agency Notification Standard Report Discharge Natification Form Part A:.Discharg-e n for.matlon General informatlon when repofting a spill to outside authoritles; Name: Butcher Boy Marketplace Address; 1077 Osgood Street Nofth Andover, ILIA 01845 Tefephone. 978.658.1511 Owner/Operator. Angus Realty 1077 Osgood Street North Andover, MA 01845 Primary Contact. Alan Yameen, Facility Response Coordinator Work: 978.688.1511 i Type of oil: Discharge Date and Time: . }.-.------ ....... - Quantity released: Discovery Date and Time: ......................... ....... ... . .. . ......................... .......... .... .... .. ............ Quantity released to a water body: Discharge Duratton.- �ocatlorrJ�aa rce; Actions taken to stop, rernovo, and mitigate Impacts of the discharge: € Affected media; � air E] water © soil El storm water sewer/POTW © dikelberm/oil- Ater Separator [1 other. ... . ...........................................---- Notlficatiork person; Telephone contact: Business: 24-hr: a Nature of discharges, environmental/health effects, and damages: injuries, fatalities or evacuation required? r Page 1 0€4 K-"64-40\Repurt5\13512{)8_App Watershed Special Permit\€mergency Respimse PlanNapp A,dac Part B. Notification Checklist Date and time flame of person receiving cali --- ............................................ ...... .. . . .......... . Discharge in any amount � ..... . -------- ---— Alan Yameen, Facility €�e�ponse Coordifgator 978.688.1511 r Discharge In amount exceeding 25 gal;ons —............................................ Local F€re € epaftment 9 78, 88.9590 or 911 i # MA€�EP Hazardous Materials and waste pfi€s 888,304,1133 i ......... . ....................... - - -— Discharge In any amount and affecting (or threatening to affect) a water body -- -.......................................... . . . ....................................................................................................... Local Fire Department 978.688.9599 or 911 } MADEP Hazardous Materials and Waste Spills 386.304.1133 -- National Response Center 800.4 4.8802 CHEMTREC Emergency 800,4 4,9300 —..................... . Page 2 of 4 K-\364-4C�Reports\11512[18—App 4Water5hed Special Permit\Emergency Response Plan�app A.doc Agency Notification Standard Report Information contained in this report, and any supporting documentation, must bi� submitted to the EPA Region I Reglonai Administrator, and to MADEP, within 60 days of the goa#ifyIng discharge incident. - -- -............... ................_ Facility: Butch8r Boy Marketplace .................. — --.... ......— ownerloperatvr: Angus Realty 1077 Osgood Street North Andover, MA 01845 Name of parson filing report: _.-........ ...... Locat€oa; 1077 Osgood Street North Andover, MA 01845 Maximum storage opacity: Daily throughput, Nature of quaFifying Incidents El Discharge to navigable waters or adjoining shorelines exceeding 1,000 gallons D Second discharge exceeding 42 galions within a 12-monthperiod. -------.._ ._............................... Descr]Pt10n of fac€€€ty (attach maps, do d i a ra s, and topographica€ maps): ..- .......... ........ Page 3 of 4 K=1364-40\Reports1051208_App Watermied Special PermjtNEniergency Response P2an�app A.60C Cause of the discharge(s), including a failure analysis of the system and subsystems in which the failure occurred; f Corrective actions and countermeasures taken, including a description of equipment repairs and replacements: Additional preventive measures taken or contemplated to minimize possibility of recurrence: 2 i r Other pertinent Information: K:\364-401Reports1051208—App Watershed specFai Permlt�r:i tergenr-y Response P€an\app AAcic ATTACHMENT NO. Inspection and 'Maintenance Plan INSPECTION AND MAI TF NANCE PLAN FOR BUTCHER BOY MARKETS 177 OSGOOD STREET (ROUTE 125) NORTH ANDOVER, MASSACHUSETTS Prepared for: Angus Realty Corporation 1077 Osgood Street. forth Andover, Massachusetts 0184 KA364AOTepor4s%051 20 _A#p Wmershed Special )'etrR1VaSpeoti0e1 and Maintm n"P1mVXf,dac PROJECT DESCRIPTION; The Owner, Angus Redty Corporation, is proposing expansion of the existing parkiug lot and storm ater management system. The Owner will he resp ible for any faure maintenance and implementation of this Inspection. and Maintenance Plata. Owner Angus Realty Corporation 1077 Osgood Street North Andover, MA 01845 Telephone: 978- 8-1511 F a effity Cantaet (Site Maiaxfcinance) Alan Yameen Angus Realty Corporation 1077 Osgood Street North Andover, MA 01845 Te iephone: 9 78-68 8-1 11 T.np_ineer Richard Barthr-Imes, P.E. l.,ynnfield Engineering, Inc, 199 1cwbury S trees Suite 115 Danvers, MA 0193 Telephone: 78-777-72 0 Planned Erosion and Serf€menlativn Control Measures Durina Construeti0n Activities Storm Drain Inlet Protection va-np i ry storin inlet protection filter will be placed around all catch basin units. The purpose of the f-ilter is to,prevent the ipRow of sediments. into the closed drainage system. The 111teT shall remain in place until a p:rmanent vegetative cover is esublished and the transport of sedi eTiL is no longer visibly apparent. The filter shall be inspected and maintained on a weekly basis and after every stoin7 evert. e 0!'3 A364 4Mcpords1450708_App Watershcd Spmia l Ferro iNnsp and Maint plan.doc i Surface Stabilization The surface of all disturbed areas shall be sfahifizkd during and after construction. Teinporary measures shall be talken duxiiig k:on s tract io n to prevent erosion and siltation. Al disturbed stapes will be stabilized with a pennanent vegetative cover. Some or a]1 of the loikowing measures will be utilized on this project as conditions may warrant. a. Temporary Seeding b. "Temporary Mulching C. Permanent Seeding d. Placement of Sod e, Hydroseeding f. Placement of Hay 9. Placrameat of Jnte dotting Long-Term Inspection and Mainten.ancc Mcasures After Construction Erosion Control Erodcd sediments can adversely affect the performance of the stormwater management system. FToding or barren areas should he imirnediatel re-vegetated. Debris and Litter Removal ``rash may collect in the BMP's, potentially causing clogging of the facilities. All debris and liner shall be removcd when necessary, and a€tcr each storm event. C.`afth Basin Maintenance Catch basins shall be inspected on an annual basis to dveka-mitic the depth of sediment contained within the sump. A minimimi 1 " seem-ation shall be maintained between acciLmulated sediment and the catch basbi outlet. Accumulated dcbxls shall be removed, as necessary, to insure proper opei-ati(m of the catch basin, but not later than every three years. Accumulated debris slxall be removed by a qualified contractor and transported off site for disposal. ravement MR intelia U cc Paved areas of the site shall be inspected on a regular basis and cleaned of accumulated sand and debris. At a minimum, paved areas shaft be cicancd on a semi-annual basis. Pavemt-nI eleaning shall be perfonued by a qualified contractor and all matedal removed transported off site for disposal, Page 2 of KA364-MReporisW50708_App Watershed pi-cia] PumiAIngp and Mainz plan,dac Snow Removal/Storage Stow fiom the propo sod parking lot area is to be Irinspoited to offsite by the snow removaI con Irac[or_ No sto4Apiling or storage of snow from paved areas of the site is to be pe-rl'oi ed along Great Pond Road Deicing chemicals are n o I to be utilized ou the site. In compliance with the eAsling deed x:e�;uictions, pesticides, feftilizers and other chernical sell not be used on the site. Page 3 of 3 K:1364-40gl eport&W50708_App Waturshed Special Pe€mEOurp mid Ylaint plan.doc ATTACHMENT N . 1 Zoning Bylaw Review Form