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8803_SITE PLAN - 1623 MAIN ST. - SIX FLAGSNO m V . I m Compidte #erns 1, 2, aml 3. A ■ Print your name aM address on.the reverse X so that we can return the card to your ■ Attach this card to the back of the mailpieoe, or on the front if space permits. 1. Arbde Addressed to. p_ KS2'25 CH1ARO JOANN K 43 RIVER RD AGAWAM, MA 01001 9590 94021469 5329 2511 13 ❑ il oR 2. ArtCta Nurn rr,�..eu r _" 7015 30111 C nUa 9892 5245 a '041= maim ANWONd Ue very Tw q � con%rtfon Pa*kted oawM PS Form 3811, July 2015 PSN USPSTRApWG# Jun Fist -Class Wl POMP & Fees Md LISPS s Permit No. CM 0 9590 94GF*%4%4-- 5329 2511 13 United States postal Service • Sender. Please. pdRt your name, address, and ZIP+4® in this hax• Varrasse Hangen Brustlin,-Inc. One Federal Street, Building 103.3N Springfield, MA 01105 l4l�l�llllil •l�Illi444't4f'I' 4.,i1.411141111- 4m,11-11111E1to ru Ul v cstsfiedmail Peeco e-dra 90cas & ees(checkbox; adc C7 © Retam Recelat fberdcopy) C3 j=]ReturnReceiptOeectronk3 ❑ ceffMW matt gestdcted oelKwy S ❑.Adult Sgrn ura RIMAGed D&very C Postage. m TOW postage and >cen. 47 ) S`t Wr a fif i�jif: �d4., of fix 110: T© Certified Mail service provides the following benefits; ■ A reeeiptpis portion of Cte Certii ed Man hoof: for an electronicretm teee'spt, see anew is A unigoe idendiler for yosir mahpke. aeaeeiate far asWtaru, To receive a duplicate • Eftumvie verification of delivery or attempted nftm receipt for no aNitlenni €ee, present kria delivery, tiSPSS-poW wrked Cetetfux# hied receipt to me • A record of danvaq (induffing the"rodpient's refait associate. signature) that is retained by the Posfat Sertirice, Restricted deWcq soF+rice, which provides tns a spE IfO perkfd, dellrvwy to tiro addressee specified by name, or to the addressees authorized agent. fInPtVbntflelttiliders, Adult afgnalire sevke, winch reguaes the • You may purshaea Certified Mail service with sigrreo to be at feast 21 years of age (rapt Fsst•Ciass AW, Arst-Class Package wee, avaiiabie at re ma' "PrinfrYp Will service,- Adult signature restricted dalivery service: Welt • Certified Mail serviceis rmfavai &s for tegr€jres the signee to be at lust 21" years a! age Intemaiipl7H# In".. and provides deliveryy to the aliftme spedffed • Insurance cowage Is mtAva laik for purctfase by name, or to the adressee's aUt wizsd agent w''m Cert fled Mal service. fiowever, The Wr&M #not avahabie at retain. of Certified Mail service des fait shange the ifl5ritattce wvsrage automatically inciuded with certain Priority Mail items: ■ For an afttiotmt Yea, and with a proper endorsement at foe mallpiece, you'may request the following services: - Fletorn receipt service, which provides areowd of deiivery (inOuding the roe€piertrs signature). YOU can request:a hwk'4 y retum ror;etpt or an 6ectrenic version. For a hardeopv return tec t, complete PS Form 3811, Oomegdc R ttim Aaeeipf; attach PS Form 3811'to yaw matlpiece: it to ensure that Your Cef3died Me receipt is accepted as €egat proof of mailing, it shoum bew a M postmark. it you vmld like a postmark on this Cent and Arian receipt, please present your Cariitied Matt Item at a Post Office— far postmaking, If you don't need a pos€rnatk on thie Cef%ed Mail receipt, deta& tine barcoded portion of tfffslatrei, affix it b the maltpiece, apply apptbptiate postage; and deposit the mailplace. NP[iHMO. Save titre receipt far yme records, PS Perm38W, April 2015. Ptw6r3®) PSN 763"2 000,,E97 a Complete items 1, 2, and S. A, a '�} 6 your name and address on the reverse / E3 so that we can return the card to youIllIAck * Attach this card to the back of the-maiipiece, by (Printed time). or on the front if space permits. • 1 14 ", 2 t( S. 1. Article Addressed to. D. is deli " S d fla uft iron fte i? 0 Yes 11 It YES, enter' delivery address bel w; ❑ No K4 1 ] 0 IARRUSO NAZZARO 1380 MAIN ST AGAWAM, MA 0 001-2572 }} ## II ff {{ {{ 3. SeMce Typo ❑ na,rr d ❑ RepwW Mau d 9590 9402 1469 5329 2510 fig ❑ c WW 100 Redrictod a ry �Rec�efor r, c,--'w 5290 Res4rfcW petiwy ❑ so -$a a r�- na�Y ed adheev Reswow uwkwy July;2015 PSN 75M-02-000-MM i=iFst-Class Mail Postage & Fees Paid USPS Permit No. G-40 9590 9402 1+469 5329 2510 69 United States Postal Service " Sender: rPlease print ,your ,name, address, and ZIP+441 in this bm" 4anasse Hangen Brustiin, Inc. One Federal Street, Building 103-31 Springfield, MA 01105 Aliif milb'Pliffi. = ;1=ii !{ l' E� ►3��=it t tI.r #j CERTIFIED MAID' RECEIPT Flame T Mail Only For d0very information, visit out website at wwwwSps.com" m ti Ce�tif ed Ma l Fee . ✓0 ec ❑ Hetwn Raceipt (hardcopy) $ REF ❑RewmRaceiptfareMranici S[!-.f1t�i '.. dStYnat. c:j oc"Jiirietl wo Fieswcted Delivery �} �Ad4lt Signature Regwre:l $. iiAdtiftS'rctnehfrt Re 16rteA6e}ivery S v M Postage $U s 47 R'1 Toia Postage and s 47 0 en r a seRi To (�� ^ 5'free! and Apf..No , Or'O $p 08/19/2016 ..�..-N_-ck ------------ -__ 1 s Certified Mail service provides the following benefit , • A receipt {this portion of (tre Cetfifted Mail label), farad electraaic return receipt, see atw • Aumque identifier for your mailpiece, associate for asSistance.To receive it duplicate * EIEStrOriie verificatioR of delivery or attempted return reco pt to no additimal:fee, preeenflUs delivery: USPS&-postmarked Certified Mail receipt to the ■ A record of delivery { ritldding $re recipients Teton associate. signgtwe) that is retained by the Postal Service"' Restncfed delivery service, Winch provides for a specified period, delivery in The addressee specified by i mne, or 1e the addressees authodzed agent. lmpurtaaf Reminders: - Adult sigoaturs service, which requirasthe - ■ You may purchase Cerfrfted Maltservice with signee to be at least 21 years of age jriot Frst-Class Mail', Fast -Cuts Package Service*, available at retail). or Priority Mair service: Adult signature restricted delivery service, which • Cerfrfred Mall service is notavailable for raquiresthe Gi rim to be atlea51 ZT years of age internatfanal mail. and provides delivery to the addressee specified • Insurance coverage is wtava1aple fot p4retr35e by name, ar to the addressodsauthnrizedagent wills Cormed Mail service; However, tine purchase (not available atWWI. of Certified Mail service does not change the ■ To ensure that your Certified M?O1 receipt is nsurance coverage automaveaily included with acceod as legal proof of maifing, itstuxdd beam certa'el Priority Mail items. USPS postmiw , if you would Wo a postmark at • Far an Wdillonal fee, and vvt h a Proper this Certified Mad receipt, Plem present ydur' endorsement on thetsisiipiece, you may request CestiYsed Mail item at Post Office' for the following servlres: postmarking. if you don't need a'pnstmatk on this - Return'reeeipt service, which provides a record Ceriffied Mail receipt, detach ft barcoded portion of delivery (Muding Me recipient's signature). of this iabc(, affix it to the roailpiace, apply You can request a hardcepyreturn receipt or an appropriate postage, and deposit the madpiece, elettronie version. For a hartladpy return receipt, complete PS Farm 381 ,pomesde Re&m Receipt attach PS Form 3811 is your maiipieee; ihiPUfil'ART, Sm this recelpt tar yaw mea ft. Ps Form 38W Aprri 2dTS:fRevors®)PSN 7330*9-000-W47 • Complete items 1, 2, anc! 3. A. ftraAuro ■ Print your rt8lme and address an the reverse XD' � 0 so that we can rim the card to you. ■ Attach this cart) to the back of the mailpiece, B. Received by grin W NW e? G. Date or on the front if space permits.f fi it fl rlfs fl 1. Article Addressed tb: K427 THE POINT OF VIEW TRUST 8 SEYMOUR AV` AGAWAM, MA 01001-2708 II�IAIII�lllfll �IIIIIII!11611 � D. Is 2.' Article Number {Trarrs%r frran sarvfce taW o WWI on Delivery M0840M D sued Ma fta9ft c Y 7ti15 31110 01300 9893 5252 PS Form 3811, duly 2015 P5N ? 17 0 Yes oNO p Aiority Md l3 Registered MWM 0 B:Mr Mall ltashWd �> f" aw9natift corema""TM >7 IIII�I��I�I�i�INdlllll!NIIIII � II II 4590 9492 140 5329 2511061 Unbd states Postal Service mrst-oars W1g Postage & Fees Paid LISPS Permit No. G-10 Vinasse Hangen Brustun, Inc, One Federal Street, Building 103-3N Springfield, MA 011 05 rFoCERTIFIED MAIL° RECEIPT Domestic Mail Only r delivery information, visit our website at www.usps.camO.. liea fleQ MWi ree $ MA43 $ [SSA Extra SeMOS& ees (aback bM, add tea� i �J V •�r t y{S� [] Return ReceJpt (hardWMp 4 [] Return Receipt leleahenh* $ Pas S ❑Certif;ed MaG ROetc ted Delivery [] Adult Signature Reclored [] Adult SignaturaRestrictedDel'rvary.$. Postage $ 2014 Eaagg Total Postage:end MS 47 i � Sent To :•.�•"!�.� i )tty, Stafe, ZIP-r4�--------- ------- --=-- - ----- -- -- ----- ----- Certified Mail service provides the following benefits: 0 A receipt (Ns pmfiod 0 the fortified Mall laW). for an electronic return recelpt,S'ee g iet811: r A unique identifier tar your mailpiece. associate for assistance. To receive: a dugki to ■ Sectronic veriftatian of delivery oratlempted return receipt totnp addtfloM fee, prenal:this delivery: USPSO-postmarMif GertsCred Mao receipt to the ■ A record of delivery (including the recipient's releil associate, s)gnature) tbat is retained by IN Postal Serift— Restricted delivery service, vvtrlTh provides fora sWiod period: delivery to the addressee specified by name, or 10 the addressee's authorized agent. Imporianf Reminders: Adult signature service, which requires the ■ You may purchase Certified Mail service with signet to he at ieask21 years of age (not First-class Mail, l rrst Class Package Service, available at retail). or PochtyMaile mice. Adult signahue restricted delivery service, which ■ Certified Mail service is mnayapob)e tot requires the signee to be at least 21 years cif age intemaf onal mall. and prpvides douvmy to the addressee specllfed It Insurance coverage is notawidahle far purchase by nine, or to the addressee's authotized agent withWNW Mail seMee.Hawever,thepurahae (M available at Well). of Certified Mall service does got changethe Is 7o ensture Vol your;Cooed Mail receipt is insurance coverage automakcady included with accepted as legal proof of mailing: it should bear a Bert iR Priodty Mail items. l)SPS ncstnt 1L If you would Pike a postmark on ■ For an additional fee, and with a proper this Gertified Mail receipt, please presentyour endorsement on file itrailpiece, you may request Certified Mail itemata Post Of &' for the foifowing services: postmarking. If you don't need ELpostrnarkon this - Itatum receipt service, which provides a record CeNed Mail receipt, detach lire Wended portion of delivery (including the recipient's signature). of this label, affix it to the maligiece, apply You can request a hardcopy return receipt or an appropriate postage; and deposit lire mallpiecc electronic version. For a hariicdpy return receipt complete PS form 3811, Dane k Petsm Receipt attach PS Form 2811 to your marlpiece; IMPONAW., Save U& reeaftut for your TWWG. Ps roan 3800, April 2ci 5 (Rove,,, a) PSN 7530-02-e00-9047 ■ Complete sterns 1, 2, and & ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back. of the maiipiece, or on the front if space perrnits. 1. Article Addrfssed'to: A L4 110 WOODSIDE REALTY LLC 645 BELMONT AV SPRINGFIELD, MA 01109 15 3010 0000 9893 S. Reeetved by (PMW M vrO 0. lsdelWety address dMeo t from Item t? 03 y6s' If YES, enter dQvesy address b0m. © No 3. Service Type 0 Priority m" Ew ❑ signawie a RsgisMW tom- 0 MA Signahm Ra*Wsd OAWY El PagiftW Md ROM Ad gCer6led MWI Rao~ Oakley for Cl Cowon D*iwy 0 Q*90,m naiWft Ra*iobad ae wwy C] S CorAbr+al-" 5269 dDaRmy plaskjohad DOKWy PS Form 3811, July 2015 PSIS 7530-02-nao-9053 DoreWc Return r a*" UFS "IRA t�T First -Class Mail Postage & Fees Paid t1SF'S Fermi* No. G- l4' 9590 9402 1469 5329 2510 90 United States Postal Service Sender. Please print your name, address, and ZlP+40 in this box" Vanasse Hangen Brusilin, Inc. One Federal Street, Building 103-31V Spriltgfteld, MR 01105 S....i12IS4 lrllelilllll" l,tr��!'l1�1��'l��lli�=lllllj �t,ltil� CERTIFIED RECEIPT R Domestic only ------------- u Y ¢ ,yam .t° L Gertiffed MO Fee u- tra ry ces & Fees (cneokbar, add fee O vietwn Receipt (herdcopy) ❑iiatum Recaipi {elevvanlc7 $ w POSfrfi�yit -. C3 QCertiti®d Mail Restricted WhImry _ ,y a� Here!. r3 Q AdO Sigmiuve Required $. Adult:Signature Resvklad:Relivery f Postage $0.47 $ �l kti� Total Postaga and U [ 47 ii� [M , Senf ToW�i S------------- treet aido., or Pb 6ox n�o: ------------------------------------- rv1 �I11 ,ntMn nfnal,n. ri: �:, i ,n 1. �'i IIH.r,t Ullq lilfgPJIII t, gllrgllll Certified Mail service provides the following benefits;, ■ A receipt (this portion of tyre Certified Mail label}. foray etectronic return recelDt, see a ■ A unique identifier for your rrailpiese. w asciate for assistance. fie receive a to, Cate to, ■ Electronic vedf cation of delivery ar atterrrpted return receipt for ira addiiimal fee, present this delivery. USPSra postmarked Certified Mali receipt to tree ■ A record of delivery (including the m6plent's retail assoclate. signature) that is retained by U Postal Service' Restricted deliveryservtce, Which provides for a specified period. delivery to the addressee specified by name, or to the addressee's authorized agent. Important Reminders: Adultsigoators service, whlcp requires the ■ YOU May purchase Certified Mail service with signee to be at feast years of age Not . First -Class Mar, First -Class Package Service, available at retail . or Priority Mail® service. Adult signature restricted delivery service, which r Cartitied'Mail service is nutavailable for requireu the signor to be at least V years of age International rem. and provides delivery to the addressee specified w Insurance coverage is notavadable for purchma by name, or to the addressee's authorized agent with Ger3iiied Mali service. O""er, the purchase (not available at retai4 of Certified Mail service does not change the ■ To ensure that your: Certified Me receipt is insurance coverage automatica0v kx1i ded vAtti accepted as regal proof or [nailing, it should bear a certain Priority Malt items.- LISPS postmark: f you would like a postmark on ■ For an additional fee,, and Vitt a proper Us Cettined Mail receipt, please present pour endomemant on the mailpieee, you may request Certiffed Mail item eta PatOfce' for the foiowing services; {pas1inar%ng, It you don't need a postmark art Mis - Smom receipt service, which provides a record Certified Mail receipt, detach the tiarnDded portion ofdeiivery (including the recipient's signature), of this label, affix it in one MsHpiece, apply You can request a hardeopy return receipt or an appropriate poataga; and deposit the'maitpiece. eleclmnic version_ For a hardcopy return receipt, compiete PS Form 3811, Domestle Return Rar:eipt attach PS Form 381 t to your mailpfece; WPOMANC 5avethis receipt tar ywrnear its. PS FoM'i'3800, Apra 2015 {r3s✓erseJ PSN 75X-O6 -00pge47 • Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of 1ha mailplece, or on the front 1f S) 1. Artic48 Addre^ased to: L4 1 11 GRIMALDI JOHN A 1 p2"LEE ST EAST LONGMEADOW, MA 1111111111111 111RIll 11111111111111111111111 G11"wAi Agent B. Reo ved by /1Prkt ed !Neale) �C $Deft of DO W" , D. Is de IMY addren difte MM horn Mrn 1? 0 Yes If YK ent6r delivery aftew bak w: 81ft U. Smvm Type ❑ Pfkxft MW EVMMS oA s 4 dutt Sfp Ww d Y a FOOVOW Map Rieapkw cemmd man K for a cols on +may U V{I ed Cn twkwy a � �4! G 7 015 3 010 0000 9893 5306 ,tea LS PWabi ad laai 4my PS Form 3811, duly 2015 P5N 7530-02-OOU-9M [)o+mssttc Return Receipt USPS 7RACIWGS Sim First-CiassUM Postage & Fees Paid 11111111 llSPS Permit No. G- 0 9590 94. yAE 9 5329 '2510 52 Una stator Postal Service —i 123S4 Seihder: Please print your name, address, and ZiP+t'P in this box' Vanasse Hangen Brustlin, Inc. One Federal Street, Building 1 a3-3N Springfield, MA 01105 RTIFIED MAIL° RECEIPT r-Domestic Mail Only elivery information, visit our website at www.usps.com®. rn - tr CeMPed Mail FeeCc v Extra $eNMces & Fees (ctre.k box, add tee }, r) Return Receipt (hardcopyl D M%jrn RmOpt (electr)nic) $ i p65f118T 3 � ❑ Gertrted Mail Restnclwf Delivery $ f„ _ �t` < Here �r t] Adult Slytwum Tlequkeq k ©Adult Vgnatum Restricted Delivery $... nr Postage St0.47 C r-1 Postage and Vr.' 47 mrota! Ln Sent ra C\ � SYreei andApt. ll70., ar �b-Bax hda.-• - �- -- ---------------------------- ----•- -•--•----- �ity,%Stale, jlP+4 �. _.-_ ---- I Certified Mail serviCe provides the following benefits: • A receipt (this portion of the Certified Mail latie{), for an eiaetronlc return rapt sae a re lI er A unique identifier for your nowipiece, associate for assistance. To receiva a dulcate • Electronic vedficaifon of delrvery or attempted return receipt for no addio`oaai fee, present tttis delivery: MPSO-postmarked Certified Mail mce'rpt to the = A recant of delivery fvduding the recipients retail associate. signature) mat is retained by the Postal Service'" Rastrtc(od deliveryservrce, which provides for a specified period. delivery to the'addressee specified by name; or to the addressee's authorlfad agent. Important Rerarfrrders: Aduitsignatura service, whicb requires the ■ You may purchase t;eratied Me service with signee to he at ieast 21 years of age (mot First Class Ma!16, First -Class Package Service®, available at rufaiij. or'Prierity Mad® service: Adult signature restricted delivery service; which ■ CertifiedMQ service is not Available far requires thesignea to W At least 2) years of age international mail: and provides delivery to theaddressaa specified ■ insurance coverage it nofavaMble for purchase try name, or to the addressee's authorized agent wM Certified MaR service: t bwever, the purchase {not available at retail}. At Certified Mail service does flat chaage the s To ensure that your Ceri+ffod Mail Feceipi is insurance coverage automaticalN inciuded with accepted as %gal proof of mailing, it should bear a certain PoOly Mal) dams. LISPS postmarx.ff you would We a postmark an s For an add2lGnaf foe, and with a praper ibis Certified Mall receipt please present ywr endorsement on the maifpieee, you may request" CertifiedMag item at a Post Wce- for the following services: postmarking. ffyou'don'tneed a postmark on this - Return receipt service, which provides a record Certified Maltreceipt, detach the barcoded earners at delivery{irduding fha tecipients signature). of ftils label, affiz'it to the mailpieoe, apply' You no request a hWoopy return WOO ilr an appropriate postage, and depo4W the mailpiece: electronic version. For a hardoopy return receipt complete PS Form 3811, pamosh'c Return ReCeipi-attaeh PS Form 3811 to your mailpiece; IIAPORTAIM. Save this receipt for year records. P8Form3800,Apd1£ois( ISR)Psrd7520-02-0na.9047 t Campleta items 1, 2, and 3 A. Sign ■ Print your name and address on the reverse a Agent so that we can return the card to you. ❑ Addre. a Attach this card to the back of the maloece, [ved by {printed Name} C. Date of Deli or on the front if space permits. t. Article Addressed to D, is delivery i? ❑Yes If1'F-s, -, G-49 K424 v 9tOZZZ fi SALTMAN WILLIAM A � 55-3UCKETT HILL RD s: BILCNERTOWN, MA 01007+lvic31. S. Servioe Type 0RVI MWM ❑ Adult SSgnahire RSwkt d Dw?6" p S= MaU PeeCkeed *Cefwow Main 9590 9402 1469 5329 2510 83 13 DwMy OC R 2. Amide Number (Transfer from service k be# ❑ COW on DdhwyReswvw Dwwary OwWrnadon'" 0 Insured M4i c OonanTeum r egdkted 7015 3010 0000 9893 5276 1P49b` wDORMY pS Form 3$11, July 2D15 nN 758Q-OP4 00-9d53 ------ Domestic PA&xn fieceipt Flr*Clasi W11 Postage 8i Fees Paid USPS Permit No. G-10 4590 94021469 5324 2510 83 united Staks Postal Service name, Vinasse Hangen Brustlin, Inc, One Federal Street, Building 103-3N Springfield, MA 01105 i. aulAlli'll'11111i i lik 1jill),J)p dpip q.)m1i il I I It I , , N uLwnnea row"e $3. l g 30 sq Ir ra Services& Fees (check box, add fe. ea t� ©Return Recaipt (nardcop} $ [jRatumReceipr(.ectronia} $ yt'asftnas q�t Q L3CeMflsd Mail Aestncted Delivery $ ek nA- 4f Here Q Q Adult Signature Required $�.}+- ,F!> UAdun Signature Restr+c6ed Pa!ivery S. E:J Postage rn Total Postageannd amity State. Z11'+4 Certified Mail service provides the following benefits; +A receipt {thrspotlim of the Certified Mail label). tot anetectmnicreturn receipt, sedaraw ■ A unique identifier for you maili*ce. associate for assistance. To receive a dupffCate ■ Electronic vedgcaadn of deiiaery or attempted return receipt Lorna additional fee, present this delivery. WPWpnstmarlt d Certified Mail receipttothe ■ A record of delivery{including the redpient`; retail associate. signature) that is retained by the Postal Service Restricted delivery service, which provides for a specified period. delivery to the aftossee specified by name, or to the addressee's authorized agent. impertRat Remirrderx. Adult signature wrka, Which requires the it You may purchase Certified Marr sorvice wilt mgrw to ire at least 21 years Df age (nut First-class Mail", First-class Package Service, available at retail). or Priority Mail® service. Aduft signature UShIcted delivery service, which ■Curtifed"Mail service isnotavailahlefor requirestheaigneetobeatieast21yours otage internatiooatmalt. and proofdes&ivory to the addresseespecified' • Insurance coverage is notavailable for purchase by name, or to the addrasse+'s autitni- ed ageat: Wb terf tied Mail Service. However, the purchase (not available at reWfll. of Certified Mail service does not change the n To ensure that your Cerhiied Mailreeeipt'ls )PSLROC& coverage aufomaticaliy included with accepted as legal proof of mailing,:it should bear a certain P(mrity Mail item 11SPS postmark. It you would Ilke a postmark on ■ For anadditional fee,enlWthaproper Nis CetfifiedMail receipt,please ptesentyaur endorsement an the'nraMpiace you may request Certified Mail item at a Pusi'Office for Vie towing services: postmarking. It you don't need a postmark on this - Return receipt service, which provides a record Certified Mail receipt, detach the barcoded portion of defvery {rncruding the recipients signature). of this Jabal, affix it to the mailprece, apply You can request a hardcopy return receipt gran aptiropriate postage; and deposit the mailpiece. electronic version. fnr a hardcopy return receipt; complete PS Form 3811, Domesk Retum Receipt; attach PS Form 38t 1 to your mailpiece; IWINITWIT Safe B45 ma* for your mcmds. PS FoHn 3WO, Aprrt 2016 (R—aj PSN 7s-0 -00p-9p47 . . W bVir,items:l, 2-MW 3. 5 Q ■ Fhiiitttf fial and address oreverse n the ,rt so to we can retum the card to your 0 Addressee 'ts Attacfkhis card to the back of the mallpiece, B. Received by (Printed Name) It. Date of Delivery or on the front K space permits. 1 Article Addressed to: D is ddh y address differem from ram 17 Oyes If YES, enter delivery address below: ❑ No K434 WEINER MATTHEW M 374-MAIN ST WEST SPRINGFIELD, MA 01089 =a1irWd°alMy Cl F=WMar 9590 94021469 5329 2511 51 o cermien Mali R atrictaa oeway Kliecefptfar ❑ coact on Delivery 2. Arfide Number l7iansfer from service Isbell o Co ed err. oefimy Re*WM;4pWery " 7015 3010 0000 9893 5207 � fieBhiCt6d � Ps Form 3811, July 2015 PSN 753'0-02-000-9053 aft } USPS 7RACKNG # First -Class Mail Postage;& Fees Paid LISPS Permit No. G-IO 9590 940 ~ LS329 2511 51 United States Postai Service Sender: Please_ {print your name, address, and ZIP+4® in this box* VanasseHangen Brustlin, Inc. One Federal Street, Building 103-3N Sprinpfieid, MA 01105 11iri1j),jJ1111111111HIJ1111ij#'i'1I111 IFill11iIIIIIIJ11i"Ij)' r- Q ru L in ff" Co Er I CERTIFIED 4 RECEIPT Domestic wil only For delivery infr • Our . • •. at WLVW.uSp9XOW. $3.30 $erti6edMailFee Extra Services & Fees {check bmr add tee-ta; Ej fietum Flereipt jhaotl opyj. 0petumSw6ptlet.mric) $ 'PDstmaTk dC 16ud Mail PesNmcwf Doiivery $ 4 We 4. j�AtlNlt Fil9naEt��a Paquired [�AauRSl9nati+mPesMctedAelivery $... rn. L Poste. Tout Postage and 19.&47 Sent To ` S`trs2t and qpE hla:, or Pd �Dx No. -;` City, $tafB, 1P+4&------ ----------- --------= ---------------.--- .-•-----^` Certified Mad service provides the following benefits; ■ Areoeipt (this POW00 pf the Cartllle4 Mail Inbelj'. for aneie(ftoic return receip* m a retell • A tallque ldenger for your maiOece. associate for ass:WWce. To receive adupliAte ■ f)ectranic verification of delivery or aftempted return receipt for no additional W. present m s de Wry. 1APSO-postmarked Cermed Mai) receipt to the • A record of delivery Cmckrding the recipient's retap assoclate_ signature; that is retained by the pdstal Service"" tieslricted delivery service, which provdes for a spew kl period, delivery to the addressee smWed by name, of to the addressee'sauthorixed agent. important Remffiderst Adult signature service, which ra%iresthe it you maypurchase Certified A9ai1 service with signee to be atleasi 21 years of age (not First -Class Mail", F-Cla%Package Smice, ` available at retail). or Priority MaP service: Adultsignalure restricted delivery service, Olch • Certified Mall service is no( available for requires ibe sigrresto be at least 21 years of age lmcmational mail. and provides deliiveiy to $readdresses specified } Insurance coverage is notavailable lorpumbase byname, or W theaddremse's autfwrized agent with Certified Mail service.: However, the Purchase (outavailab)e efv%5i at Cestifted Mail sarvicedoes not "change the ■ To ensure that your Certified Mail receipt i5 insurance coverage automatically included with accepted as legalproot of pairing, it should bear a Certain Primity Mail itme. 9SM postmark. If you wouldiike a postmark on is Far an additional fee; and Oita proper this Certified Mail receipt, please present yovT endorsement an the ma'tlpieee, you may request Certified Mad item at a Post DSfice"io( the following aervicea: postmarking. If you don't needpostmark on this - Retoto tece3pl setvice, which provides a record Certified Mau receipt; detach the Wooded po m of delivery fttuding the recipwa'ssignature). of this tabel, affix it to the mailpiece, apply You can request a hardeopy return receipt or an appropriate postage, and rtepositthe maitpiece. electronic version. For a bardopy return receipt, completsPt Form 3811, Domastic Palum Re VOP art h PS Form 3811"toYour mailpiece; IMPOUAKII Save tMa mcelpt For yoar recorft PS Faim 3800, April 20f $ (Reverse) PSN 7530-02-0049CQ SWAWM 11 Complets items 1, 2, and & A. ■ Print your name and address on the reverse X IlAgent so that we can retum the card to you. ❑ Addramw ■ Attach this card to the back of the maiipieoa B. Q6rvOdFy (Printed Nears) 6. -Date of tew" or on the front it space permits, n!AafWtkA4AtA LU 01rill f l to Addressed to. -U. 1s dW[my address Ciiffer mrrt from Rem 1? U ye: L4 2 3 It YM ~ doWery address below: ® No RIVIERA APARTMENTS LLC 66 INDUSTRY AV SPRINGFIELD, MA 01104-3219 3. Service Type Ewe"s El ,ard,rt sOoatuse a Fagmerad rorOSTU EWWWROW010doew" tt ftnarure F WVk tad tle8 Wy E3 b=od Mau Restrkftd 9590 94021469 5329 2512 36 OkPanel for q cold on Domy mathwdes —OMy P&ftidQdD9ve(y `�9, �-ATM conamwom 7015 3010 0000 9893' 5122 DatNery � taw 7astrict+ad Deboy PS Farm $8 j ,July 2015 PSN 00"M C Ratum Rawl USPS'CRACICNG# FOA-Class MaR Postage & Fees Paid USPS Permit No. G-10 9590 9402 1469 5329 2512 36 Unified Stakes Postal Service name, Vanasse Mangen Brustlin, Inc. One federal Street, Building 103-3N Springfield, MA 01105 rll �i`` � s i�riii la f l 'r�► ii isf�FFF tf�Ji;I = F, til CERTIFIED ARECEIPT Domestic Man • .. .. for • -information, ourwebsite at g .. come. certltled W; Vee �+? N 3 'E••Y.'. .... $ 70 - 1` X{id IC2SP. Frees (GrraGk 6pX, dla$ ) .0 naWrn Receipt (hazelwpy) $ N ❑ Return Recervt i(electmn4 $ -� ar ;D C] co"we Mali Restdcled vouvery [,]{xiultSignalure:RegLlred $_ - iEi__. ____ rry� _... - ,•. C1 4s Postage $0.47 b8l19/2016 Tatal Postage and fT. 47 S®rrt TD l I_ Skeet arrd Ap£ Na , or P� 9ar fVo,------- --- -P- +4�--------- -------- ------------------ -------- --------- Gi[y, Stafe,�1 a OK.w 1 Certified Mad serene provides the following benefits: ■ A receipt#his portion of the Cartiffed Mail Is*, for an electronic reW receipt --to a rot* it AC1un*i�e identifier for y" maiipiece amciats for assistance: To recerk a dupkate ■ ElectMrdr; ver♦fr0atlOh of delivetyet attempted return receipt forth additional tee, present this delivery: ttSt 5� pestmarked Cerllfwd NSail receipt to tare ■ A record of delivery (itrctuding the teciplern's retail associate, signature) that is retained by the pustai Sonic, " Restricted delivery service, which provides,iqnatLtm) tarappealed period. delivery to the addressee specified byname, or to the addrossee's authorized agerrt Important RaMlrrderk - lufuR signatwe sera, which reqkes the i ft may purcnese ECrtiSied Maio service with sigaee W be at IW 21 years of age (not Frst-Class Mail'; First -Class Package Service° available at retail). or Priority Mails service, Advit signature restricted delivery service, wWO • Certified Mail service IS nofavattable for requires thesignee to be at )east 21 years of age irrternatidnatmaJi. 3W provides delivery to the addressee specified ■ lnaurancs coverage is irotavaitable for purchase by name, or is the addressee's authorized agent with Gorged Mail service. However; the purctme (not avMzNeat retail}: of Cerfi *O Mail service does notchange the ■ To ensure that yourCbffwA Maitreceipt is insurance coverage automatically induded wild accepted as legal proof of mailing, it should boar a certatnPrlority Mail items.. 'W%post ra k Al yo4 would like a poshmk on - ■ For an additional tee; and wttfi aproper this Certtliad Mail receipt, please present your endorsement on #re madpiece, you may request tertdied Mail item at a Past Offlee `ter the tc&Mog services: poshnaricivq. it you don't need a postmark an V9 - Refum receipt service, which provides a reCnrd catferl Mail receipt; detach the harcoded pwvm of delivery (mludkV the recipieffs signatures: of this label, affizit to ft MMlpiece, apply You can request a hardony return receipt or an appropriate postage, and depaskthe maiipi9Cc, eiettroik version. fora hardtopy retum'receipt, cornptete ✓'S Form 3811, AAmesSc Return )?Pot attach PS Fbm 3811 tit yew mailp)ecel IMPURIW.. Sara aft reCeipkfar bjw►Vealft PS Fm) 3800, Ayrir2015 (r owso PSN 7530-OMDD-9047 ■ Compiets items'1. 2, and 3. ■ Print your namB and address on the reverse so that we can return the card to you. ■ Attach this card to the. back of the mallplece, or on the front if space permits. 1. Article Addressed to: K4 3 )l DESIMONE 3R ROSERT A 129 'TOBACCO FARM RD FEED040 HILLS, MA 01030 11111111111111111111111111111111111111111111111111 3. 0 A. Signature, X 0Agent ❑ Address G. Received by (PdWau Name) C. Date of Deft D. is dWery address Mew.* mm tam 7? 13yes N YES, enter delivery address We . ❑ No 701.5 3010 0000 9893 5177 PS Form 3811, July 2015 PM IIWO-02-00o WW Type D Prtortty t td A" Cl Pagwww Mw— Aftftw%tedt)eltaery p Mah PWde"d �rfbr 0 esArtased DeRMV batrtastic Return Rwe" 9590 9402 1469 5324 2511 82 Uri ti d States Postal Service first -Class Mail Postage;& Fees Paid LISPS Permit No. G-10 • Sender, Please print your ;name, address, and ZiPf4e in this box• Vianasse Hangen Brustlin, Inc. One Federal Street, Building iO3-m Springfield, MA 01105 �FRT F|FD<MaL¥RRr.F|P Domestic Mail Only . \ oReturn Recept�wpyt ! m K i a off»MuP k # « o»w _ m_ 4 •f Certified Mail service provides the following benefits: a A racelpt(this portion of the Certifked Mai! oe!). for an electronic return rece pt, see a rmaii ■ A wm iiaeidentrfierfor your rnaifpiece. associate for assistance. To receive a dtipricate ■ Bectrohie ventiicatian of delivery or nttemptod ratum receipt for no additional fes, present this delvery: U5PSO-posimatked Certrlred Mail recerptto the ■ A secordof deOvy (inOuding the recipient's fetal? Associate. signature) that is retained by the Postal Service Reslfted deliverysernce, which provrdos lot a specified period. delivery to the addressee specified by tam, Ar to the addressee's authorized agent frrroaMnt Reminders: Aduitssgrratum service, which ragotresthe + You may purchase cortfied Mafi service Mtn signee to beat least 21'years of age (riot First•Ciass 1v1 W, First -Class Package Servicvl, available at re%a Q. or Pn'ortty Mafia sa v ce: Adult signature matrVed depvery service; which * Certified Mail service is r&available far regdrss the signee to be all Wst 21 years of age inte nat DrW mail, am provides dekivery to the addressee sipeomed a insurance coverage is riot avaifattiafer purchase by name, or to Me'addmuce's at"iaed agent with Certified Mail service. However, the poTi ase (na(avaiwe at retail), of Certified Mail service does not change the r To ensure that your Certified Mail reitekptis insurance coverage automatically included wigs acceptCd as leg proot of mailing, it stroaid bear a certain Priority Mail items. USPS'pestmark: tt you would We a postmark on ■ For asa atlditi qw W, and We a proper this Certified Mast receipt, please present your endasement on fire n allpiece,you may request Certified Ma item at a Post (MiW'for the raAovrin¢ services: postmarking. Ryou don't need a pamark on Ws - Return wok ptservice, v ch provides a recorti Certified Mail receipt, detach the barWed porfion I delivery(irx)uding the rvelpierd'ssignature). of this label, affIX it to the mailprece, apply" You can reciussta hardomyreturn receipt or an appropftle pbstago, and deposit the ma&piece, etecbwic version: Fora hardtopy return feddlpt; complete PS WM 3811, Doinestrc Reterrr Rece pi; attach PS Farm 3811 to your mappieco; IM MRSW. Save oft newt for your recas(I 6 PS F. 3800, AprU. 015 fRsme ei PSN 753"-0�I • Complete Items 1, 2, and 3. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mal0lect—a or on the front if space permits. 1. Wlicld Addy &Wd to: D. Isff K43 10 SILVA JOSE C 92 CRICKET RD FEEDING HILLS, MA 01030 0 AILL 9590 9402 1469 5329 2512 12 El Ced 2 jjrNa. 7015 301C 0000 9893 5146 r--f. PS Form 3811, July 2015 PSN 7530-M-000-9053 E3 AGeM 14 delivery aftess below. %UNo 9 lype s 0 Pip ft Ma EvM089 patft U P,89WW(ed Md- pawrolisebtwDellimy [I ==,d NW Rob*ftd MaN RWMCW vdvery maw" Roodo for n Delhoy Momhazue . - oegmy 0E3 ftm&m sknotre troo-1 United States Postal Service First -Class Mail Postage & Fees Pail! LISPS Permit No.,0-10 512 12 •`Sender. Please print your name, address, and ZlP+40 in this box* Vanasse Hangen Brwstlin, inc. One Federal Street, 0uilding 103-3N Springfield, MA 01106 11l}lllIII ililiV'fiIll=71�Filll�i��ifi�l MAIL° RECEIPT FERTIFIED mestic Mail Only For deiivery information, visit our wehsite at www.us .COMB. tY1 Nl;__ Er' Certified Mail Fees $j.30 gocr $ Extra Services & Fees (c R box, ado Cj 0 Return Receipt (hardcapy) $ © Cj Return Receipt (electron) $ Q Ll Certlf O Mai[ Restricted DoWery $ © (]Adult Slgnahae Required $ [ihqutl. Signature Restricted Delivery $, Postage $0.47 C3 $ � eta Total Postage and W 47 L 7 r:.n, 1-0- i eet as dApf. No., nrPti fox No. Postmgr>-C i Here pity gtafer2lP+4e--------- -------- ------- --- --- Certified Mai( service provides the following benefits. ■ A receipt (this portion of the Certified Mail latiell. foran electronic return receipt; see a retaii ■ A'unique identifier foryour mailpiece. associate for assistame. To recervea duplicate ■ Elactmaic verifittion of delivery or atlempted return receiptforno additionaf fee, present th)s delivery. LISPS® postmarked Certified Mal receipt to the ■ A record of delivery (ladixting the recipients retail associate. signature} that is retained by the Postal Service"' Restricted delivery service, vAtich provides for a specified period. delivery to the addressee specified by name, or to the addressee's authorized agetrt important Reminders ,adult signature service, whichrequires the ■ You may purchase Certified Mail service with signee to be at Wsi 2) years of age (mt First -Class Mails, First -Crass Package ServloO, aveabfe at retail}: or Priority Mail* service. Adult signature restricted delivery semice, winch it Cergfied Mail service is nofavailable for requirestne sigllee to be at feast 21 years of age inlemationat mail. and provides delivery to the addressee speCIIW R Insarartcecoverape is notavailable tar purchase by name, or to the addressee's autlrrin d agent with'Certified Mai} ssrvlce- Howeve, the purchase (not avail able at retail), atGertified Mal service does net change fhe s To ensure that yow CwtMed Mail receipt is insurance coverage automatically included With accepted as legal proof of mailing, it should tima certain Pderity Mail Berns. U5PS postmark; It you Would like a postma* on ■ For an addR(Wirl fee, and with a proper fhfs Certdw Mae receipt, please present your endorsement onttle mailpiece, you may request Cerlifred Mail item at a RwODfffce" for the following services: postmarking. ifycia den'f need a posienarkm ibis - Return receipt service, which provides a record Cerhffed Mail receipt, detach the barcoded portion of delivery tinciuding the recipient's signature). of thisi4ef, affix it M tfte mailpface, apply You can request ahardcopy return receipt or an appropriate pesfage; and deposit the maffpiece.- electronic version. fir a halocopy returnrecetpt; complete PS Form 3811, Domestic Retum Receipt,-aitach PS Form 3811 to your mailpiece; ImPaRTgXC sane tins reterpt for yournarmds, Ps Form 3800, April 2015 (Reverse) PSK 7530-02-000-9047 ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the ward to you. ■ Attach this card to the back of the mApiece, or on the front if space permits. Artie O Addressed tn: A. Is deRi W mWeas"dKe wAfmm ibern 1?/U Xet K 4 a 1 ff YES, entor delivery address hakw. f p No THE LAWRENCE A CHAREST FAMILY TRUST 989`NOR'TH WESTFIELD ST — - FEEDING HILLS, MA 01030 1111111111111111111111111111111111111111111 7015 3010 0000 9893 3. SaMce Type 13 pft* MON Opwas * Adutt SWObLn n Fagbtftod Me- Ad & fgnahm Resbi neflv 0 A MaN Rt Como M" OwNed MM PWft1cW Odmy 'ti ntiaoe�ifor Cl 00ha on . _ _ an y PmWcWd orsnvt y n SPA- Owft 8ffi-" 5313 ° pS Farm► 3811, J* 2015 PSN unbd stems Postal Service l=first-�fass'riliaif postage & Fees Paid LISPS Permit No. G-9 Q • Sender. Please print your name, address and ZtP+41$ in this box• Vanasse Hangen Brustfin, Inc. One Federal Street, Buiiding 103-3N Springf old, MA 01105 MIJIL1111JI1liiflf if}141f klilill :�:'I�'Iri tlJ �illiiil.PH CERTIFIED MAIL& RECEIPT Domestic Mail Only re .acr viw� a rcca �c.'[reNl uru, ace raei4ia Lf�J a�� •t. CjftetamfteaelptfhaMcapyj $ i '+;.� .-i ❑Return ReceiQt {electms}ic} $:-�i�.�--- p� g carhtad rase Rmtnoted deYwary S " SO,-04-:- ire ` v+ [� AdA Signaler@ R&9trJ,-Wd We i" X fV01, or YU box IYD. _____ ------------------------------------- Certfied Mad service provides the following benef'sts: ■ A tece'tpt {this portion of the Certified Mail label): for an electooic retum ressipl, see a retail • AUni ive:idCR0erfor your :maiipiece; assattate for assistance. TO reciiye i duplicate • Etechonic verificatmri of delivery or sfrempted ret m receipt for no additional fen, present this delivery. t3MgD-postmarked Cesft4 Mail receipt to the AN A record of dat'svery (including the wipisnt's retail assaciate. signature) that is retained by the Postal Service'" nestrfciad deiivetyservice, which provides for a spetified period, deiivery fo the addressee specified by rmme, ❑r to Me addressee's autr arized agent. Important Reminders: Adult signature service, which roqukasthe ■ You may purchase Cerified Maii service with signee to be at least2l years of age snot f vst-Crass Mail, Fat -Glass Package Servicee, avaiiabia attewil. or Naflty NWiP service. Adult signature restricted degmfy serdree; Whictr ■ iAfflied Mait Service is t0available for iagt lres the signeo to he at least 21 years of age internatiasrai mail acid pmv dw delivery to the addressee specified ■ irmiance coverage is hotavailable for purchase byname, or to the 'addressee's authorized agent With Codifiad Maii service. However, the pruchasa (W available atWxra . of Certified Mail service does oat Change IN • To ensure that your Gmiiied Mail receipt % insurance coverage autornatiralry Included With acoapfa"d as legal proof of mailing, i should beata. certain Priority Mail items. llSp, poarm ik. It you would like a postmark on r For am additional fee, and with a proper Ihrs Certified Mail receipt, please present your endarsementon ft mailpiece, you may request Certified Maki item at Post Office'" for the following services: po<stinarking. ff PH don't rwed a postmark ad this - iRetum receipt servica, whim provides a record CeAifsed Mail mulpt, detach the barcoded portion of delive y {including the vacipimfs signature): of teals (ahei, affix it to the maitplece, apply You can request a tesdcopy retursi receipt or an appropriate postage; and deposit The mat piece. electror>ic varsioa For a hardcapy rMF;? receipt, complete PS Form 3811, Domestic Aalum Receipt, attach PS Form 3M11 to your mailpiecs; JMPrfI Af1Y; Sm!Iris reeW for yourmeords, PS 50M 3600, April 2013 lROVc sej PSN 7530,02,000,9047 * Compleie items 1, 2, and 3. fa Print your name and address on the reverse so that we can return the card to you. ■ Attach this cwd to the back of the mailpiece, or on the front if space permits. I. Ar8cle Addressed to' K419 FIVE C REALTY;LLC 1408 MAIN SST AGAWAM, MA 01001 BIA�A9glltllal Wllllllillitlp A. Signature 0 Agent x t 0 Addr+ B. RaceWed by (PrinW N&YO Dsbko D D is d&,wy eftm different fmm itan 1? l3 Yes If YES, enter delNery address below: p No 3. Service Type a wags ma geese ❑ mug she 0 Pogmmw mam- 0 o� a Q C Vied" P4WeAftd neevery lief for 0 Odfeoron Delivery 2. Mde Pkrrriber (Transfer from —A— r � n - Uvery Reattifcbed QeHH�rerY n � TM ?D15 3010 0000 9893 5139 _ rarer SS" _ PS Form 3811, July 2al5 PsN 7530-024X*-9053 Return Receipt USPS `IRACKNG# First-class Mali Postage &Fees Paid LISPS Permit Nq. G-1"Q 559a 940"44- 5329 2512 :29 frond States Postal Service " 5ender. Pleaseprint your name, address, and ZIP+4® in this box• Vanasse Hanger Brusttin, Inc. One Federal Street, Building 103-3N Springfield, MA 01105 III ,II1'lllil1itillE lll�l,IIII' i,111-1,l1li"Il1ll'I�li i!' CERTIFIED MAIL° RECEIPT s Domestic Mail Only For delivery information, visit our website at www.t)sps.com'. certiten nna=t Feeto $3.30 Er bra Tres & Fees (cnecktV1, da rea by ,.:: -A []Retufn Rsceipl �narcianpy) $ !i ❑ Afflum Hecelgt(elaadonic) $_� �1 :.... ,,S /� ti} r;. F rtiark © © ❑ CertiPed Mai! HesSnMed Delivery $ ---- j�,►---:--, ; ,r � = "Here C� yg 001� �] Adult&gnatwe Hesrricted 05WWY ;, Postage � rrn 08/19/2016 Total Postage andil�i. �47 Senr 70 C U f=] 5(reer and.4,tii: !Ja , ar PD Sax Alp: � - � Gertrfied Mail service provides the following beReffts: �,. is A receipt (this portion of To Ceftified Mail label), far an electiatic return r"pt,see a retail ■ A uoipueidanUer for your maiip(ece. associate forassrstanc8. To receive a dapacatg ■ Electronic verhitatian of delivery or attempted' • return receipt for no additional fee, present this dolivery; 11SPS®-postmarked Certified Ma(t receipt to Me It A record of delivery (including the recipients retail associate. signatwe) that is retained by the Postal Service"' Restrided delivery service, which provides Tar a spec ieb period: delivery to 'No addressee specified by name, er to the addressee's authorized agent. important Reminders; . Adult sigrlbt ra service, whicitregaires Ste a YOU may pumtlase cor flied Maii service with signer to be at (east 21 years of age (nat First -Glass MaIl0, Arsi-C(ass Package Servitom, available atretaiq. Or FWmity MW swice. Adultsignahwo restricted delivery service, which • Carfified Mail service is rx4favai(able for requires the signee to he at least 21 pears of age imernatimol dAi{ and provides delivery to tho addressee Wu fled ■ anearance coverage is notavaiiable fbr purohasg byname, or le the addiyss_e's Whorized agent With Certified Mail service. However, the purchase (rlotava)lable at retail). at Certified Mali serriee does not mange the ■ to ensure thatyoorCerft-d Mao receipt is insurance coverage automatically inciuded with accepted as legal proof of maFong; it should ireara cmwn Priority Mail items. USl S postmarK if you would like a postmark va • For anadditiorlai fee, and with a proper ibis Certified Mail receipt, please present your endorsement an the smaitpiem, ru AVY m9Lw Certified Mail item Etta PW Office for the fallo v'ing services' postmarking. If you don't neerl a postmark an this - Rehm receipt service, whictnprovir}esa re cord Certified Mail receipt; detach the baroa&d pdr kn of delivery (including the recipient's signature). of this (ahel, affix it to the maiipiece, appiy You can request a hardeopy, rearm receipt or an appropriate postage, and depesil the mailpiece. elechmric version: For a hardcopy retum receipt, completo PS Form 3811, l WW& f OMM ReWiPt; attach PS Form M11:toyour rnaiipiece', WDRIW..'San IMS Mceipt hir y= re=ft PS form 380G April 2oi s (r evR ae) Pee lean o2-Doo-Qoc7 R Complete Items 1, 2, and 3. • Print your rmne and address on the reverse so that we can return the card to you. w Attach this card to the back of the mallpiece, or on the front d space permits. ' 1 "de Addressed trr K4 3 PALEOLOGOPOULOS PAUL V LIT 1411 MAIN ST AGAWAM, MA 01001-2509 111111IN111111IN11111111111111111111111 9590 9402 1469 5329 251199 7015 3010 0000 9893 5160 B. Receiver) Wrl#ged Moor") C. Date of Delivery F • Zz -g Q fs d*.*ry addreW'ai ew* from ilea, )? D Yes if YES, enter deWery a Rees below: 0 NO Type b Praft Map R Oure wk;tad flalivery D w"q*wwvSw" for hVBh1 r+e6uira�a DBffN31y TM soNate ail RaeWded pasl+i w Ddvmy PS Form Domeatio. Retum ReoeV LISPS TRACMG # FWWt Glass Wii Postage & Fees Paid USPS Permit No. G-10 959C 94G2p"LA 'S329 2511 99 Un ted States Postal Service • Sender:.Please:pnht your name, address, and ZIP{4® in this box• Vanasse Hangen Brus#iln Inc. One Federal Street, Building 103-3N Springfield, MR 0105 ZlWif WS Domestic Mail Only f e "'d N'ree $3.30 ti, , n i Extra 56N1CB3&Fees rBE. (Ch&ck bax, ddrS AQr Return Recelpi�0� 'erhtied MeR Hmtocted Del very $ '.DAdu@ L-e Signature F(mincted Oet my $ }� Postage $0.47 ii$f 1 I OI b T otao aoatage and M 47 Sertf Tp -gfraet City 3rate;ZlP+4� --- -•-- ---.---.---..c._. ---------- ------- Certified Mait service provides the following benefit: ■ A receipt (this pOtM of the Cengisd Mail W. for an electronic return receipt, see a retail s A un" idauMer for your maiipiece. amnats for assistance. To receive a duplicate ■ElectspnicverificEftRofdelivery oratiempto return receipt for noaddrtiona}fee,preserathis delivery;. 11SPS®-postmarked Certified :Mail receipt to the ■ A record pf delivery yncluding the recipient's retail associate., signature) that is nowned by the PAM Service— Restricted delivery service, which provides for a specified period. delivery to the addresseespecified byname, or to the addressee's aulfV ized agent- lrnpadant Reminders: Adult signature service, which requires the ■ You may purehaseCediffed WU service with signes tube at least 21 years of age (nos Rrst-Class Mail®, Hirst-C)assPacWaW Service' avaiiapfe atretaii). Of Priority Mail* service- Adult signature restricted delivery service; which ■ Certified Ma# service is ndavailable for ragwresttie signee to be at Least 21 years of age iniemabonat mail. and prmides dehvery to the addressee specified • insurance wverage is rmt availablefar purchase by name, or to the addresaee'saiborind agent with Cedifled Mail Service: Bawever, the purchase (hot available at retail), Of Certified Mall wvlce does oot ohauge the i Toedstrre that yourCetfiffed Maifreceipt is. insurance coverage automatically included Wth accepted as legal proM of mailing, it shmidtiear a certain Priority [Nail items. LISPS postmark: If you would like a postmark on in ra an additional fee, and with a peeper ftffs Cettrtied Mai} receipt, purse present your endorsemerrt an ft mailpiece, you may request Certified Map item at a Postolerce- for the follow!ng services: postmarking, 9 you don't need a post narfc on this - Retrzm receipt service, which provides a record Certified Mai[ receipt; detach to barcoded portion 0 defSyery {including the recipient's sigrr&iro). of Ws label, altfz 11 1n fhe mailplece, apply )su can request a faardoapy return receipt or an approprtate postage, and deposit the Maillp'ieee: electronic version; For ahar4copy return receipt comirlete PS form 38)1, Anmeslic Rerum RaCE(p� attach PS .farm 3811:to yOW MaiVwva; HAPtIIifAll . S*" Wks m4ni dttor your reca " 98 t=ortn 3WO, APdI 2015 frteMW) PSN 753a-g2-eg0A047 ■ Complete horns 1, 2 and 3. ■ Print your name and address on the reverse so that we can return the card to you. a Attach this card to the back. of the mailpiece, or on the front d space permits. ' K529 CAROLED DANIEL R CIO INDEPENDENTFENCE & AGAWAM, MA 0 100 1-0263 111111111111111111111111111111111111111011111 A. 0 D. Is delivery eftM dilfererd-ftm Item I? Q Yes H YES, seas delivery Wdreft below: ❑ No * service Type a Prioft f4a Exprome * Adult S*awm C] ftWarad Wm n Muk SignaUy Fi*ic4edWM 13 Mal POSVW ed C1cwwwmww 9= C~ MaU FLwtrlrted Dd-V �ftO*t a a coed w Dow" n Cnnact d, aeuuary lifad Dalhrery s,. 5221 PwaiMdDOmy RNMWo P5 Form 3811, July Domestic ReWm Receipt Fir d-Class ►Jiall Posies & Fees Paid LISPS Permit No. GAO 9590 9402 14695329 2511 37 Unbd States Postal Service: •;Sender Please print your name, address, and ZIP+40 in this Vanasse Hangen Brustlin, Inc. One Federal Street, Building 03-3N Springfield, MA 01105 �Iil�� l��II!l�1�3 rr�l�if �1111f1kIIJ11if11,III, fX01lIII( t1JI CERTIFIED t O ■ ■ Domestic Mad Only For delivery information, visit 1r a our website at wwwusps.com�. eettified Mail Fee $3. 30 01 05 Extra:Services 1Fees pneckhor,.add fee reJEs ❑ Return Receipt Ihardeopyl $•{ZI❑Return Recelpt(Wecironicl$ P IQrl Certified Mail Restricted Delivery $: ..❑AduhSjgnatureRequired: $[]Adult rIgnature RwrioW oetivery��4(` Postage .7 $ 08/19/2016 Total Postage and f9.5 {7 iiOO $ Sent To Sfreer 8ox andApE� o., or P� No. Giiy, u�tafe, ZlP+4�------'----=-------•--------:.-----`- ---'------ --------- ...-�.,�.,.....,..I .p.... .................... ....1, „-1— -- ..... ..ut•..n,•.... Certified Mail service provides the following benefits: ■ A receipt (this portion of the Certified Mail label), for an electronic return receipt see a retail ■ A unique identifier for your mailplece. associate for assistance. To receive a duptiutte ■ Electronic verification of delivery or attempted return receipt for additional fee, present this delivery. t1SPSO-postmarked Certified Mail receipt to the ■Arecord ofdelivery (including the recipient's retail associate, signature) that is retained by the Postal Service- Restricted delivery service, which provides for a specified period, delivery to the addressee specified by name, or to the addressee's authorized agent. Important Reminders. Adult signature service, whit mquirea to ■ You may purchase Certified Mail service with signee to be at least 21 years of age (not Fast -Class Mail*, first-Class:Package WOW, available at retail). or Priority Mail'service. Adult signature restricted delivery service, which: a Certified Mail service is ant available for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified ■ Insurance coverage is notava1able for purchase byname, or to the addressee's authorized agent with Certified Mail service. However, the purchase {not available at retail}. of Certified Mail service does not change the insurance coverage automatically included with certain Priority Mail items. ■ For an additional tee, and with aproper endorsement on the'maifplece, you may request' the following services: - Return receipt service, which provides a record of delivery (including the recipient's signature). You can request a hardcopy return receipt or an electronic version: For a hardcopy return receipt, complete PS Form 3811, Domestic Retum Receipt; attach"PSFarm 3811 to your mailpiece; 11 To ensure that your Certified Mail receipt is accepted as legal proof of mailing, tishould bear a 11SPS postmark If you would like a postmark aft this Certified Mail receipt, please present your Certified Mail dam at a Post Of1W for postmarldng, If you don't need a postmark on this Certified Mail receipt, detach the harcoded portion of this label, affix it to the mailpiece, apply appropriate postage, and deposit the mailpiece: IMPORTm. Save this receipt for your records. PS For. 3800, April2015 fRelerse) PSN 7530-02-000-9047 • Compkrte items 1. 2, and $, ■ Print your name and address an the reverse so that we can return the card to you. ■ Attach this card to the back of the maHpiece, or on the front if space perm b. 1. Amide Addressed to. K418 DONNER SHELL[E M 1410 MAIN ST AGAWAM, MA 01001 rg 9590 9402 1469 5329 2512 05 B. Re p~ Nears) G. Gate of D*my 0. is deIWwy! adder dff *w t'f m itatnj? ©Yos If YES, enter delivery address velour, p No 1015 3010 0000 9893 5153 11�pe a mo v na urea atwo 4ftmeffid Mani% Read 0dmy ❑ m=adkwhoftw ka PS Form 3811. Jury 2015;PSN 7530-M-06o-9053 LISPS 7RACKNG # Fitst-Class Mail Postage & Fees Paid USPS Permit No. G-90 9590 94UP-Alf91-5329 '2512 05 United States Postal Service this box* Vanasse Hangen Brustlin, Inc. One federal Street, Building 103-3N Springfield, MA 01105 m Ln )r • powr )a Ir Certif4ed Mail Fee $�u. ca r fa Services& Fees (checkbcm ea Rettxn Receipi;hardcopy} $ Q Rehm Rmio lmactrartic) $: C3 cal t a mail ncotticted pe waq © ©Adun S4matm RegUhd :$ 0 A&H Signearre RzstAaled W" 41 fl Postage $0.47 m Crl Totat Postageattd s4 S U') sent To �uY�+i9e28itdApf.No.;tir17C�$csx�IVo. ---------------- 08119/2016 Certified Mail service provides the following benefits- • A receipt (€tft pertion of the Certitlati Mail #abet} for an electronic reW receipt; see a retail ' s A unique iderrYdier for ywr rnakiece, associate for assistance. TO receive a duplicWe • Electronic vWmatim of de very of attempted reWM recefptfor no addiferial fee, present Mis daitvery. USPSO-pootmarked CErtit#P.a MO receipt to ft • Arecordof defivm Oncfudiog the recipient's retail associate. signature) ffsat is retained by the Postal Service'" Restricted delivery service, watch provides; W a specMe8 period. delivery to the addressee spectiled by name; or hnportarrt RsmfmCers to the addressee's allttmized agent, - Adult signature mmtce, vvhicls requires the • You may purchase Certfed Mail service wkh "nee to be at least 21 years of age (rat First -Om Mair,Fiirst-Clasu PvAage S~, available at retail). or Priority WiP service. Aduk signa€ore resWed delivery service, vvkh • DerGfiad Mau $ervice is riot avaiabie for requires the skrhe to be at least 21 years of age nternawriai map. and pmvidos delivery to the addressee spe kied • lowanm average is notavai aNa for purchase by name, at to ft addressee's authorized agent with Certified Mail service, However, the PLROW feat avar'[a(rla at retail}: of Certified MAnervlcedoes not citangettte ■Toensurathat 'your Cerfihed Mali receipt is Inswarica coverage autntnatirady included with acaeptad as legal proof of madkfg it should hear a certain Pricrfty Mail items. i1SP8 postmark: if yw could fine a postmark on r For es additional fee, and with a proper this Certified titan racefpt, pieasa present your erWorsement on t€wmalloece, you may request Certified Bali item at a Post Dicke' for the fokmng services: postmarking, P you tims't need a postmark on ibis - lie om receipt service, Winch provides a record Certified fat receipt, detach the batcoded paitsat of delivery (Iticitoog the recipient's Signature}. of ttiis WW. elk it to the madpiace, apply-.. You can request a harde ipy return receipt or an apprgpriate postage; and deposit the mallpieca, eladrmm version. Hr a Itgrdkupy returvi faeipt Wtfmptete PS Farm3a? 1, comesticRefutn Rev*t aifach P5 Fwn 3811 teyour mailpiece; ta9NQHfAN1 Save ws recepp f year march. Form 3800,n,mi 2-01a (xsvel O) Psrr rs az-eao-eaar s Complete items 1, 2, and 3. ■ Print your name and address on the nwerse so that we can return the card to you. ■ Attach this card to the hack of the mailpiece, or on the front if soace Dwmits. K433 PATINO CLIFFORD W 1419 MAIN ST AGAWAM, MA 01001-2509 A X,Agent AddM H. Reoelved by (f'+trited Nam) C. D&W of DO D. Is delivery address' dftent from item?? ❑ Yee If YES, enter delivery addrew Wow: p No If � i l�� 11111111111111111111111 IN l 11111 3. (3 Tyw L1 t'awdered a Haan sra to � aa,iTM L} Adai sire ReeWW D *MY 0 R�tered Mali Ae*kted 9590 94021469 5329 251168 M PA d Ddvwy m=10al *W 0 Coiled on Dwlvm 2 _ t-- - r i.en 17 COUert on DaMy pm*io%d IMW#gry C-Vkn*b-"" 7015 3010 (ono 9`893 5191 nRwwcwD wy � Ps i=orm 3811 duly 2015 PSH 75saoz-000-MM - 00meuac akftrn i * First -Class Mail Postage & Fees Paid LISPS Permit No. G•10 9590 9402'1469 5329 2511 68 illllM Sys Postal Service • Sender: Please print your name, address, and ZIP+419in this box* Vanasse Hangen Brnstiin, Inc. One Federal Street, Building 103-31Y Springfield, MA 01105 fiiliil'1411111,0111,111,11111,fill, IJill, ifiddlfiFi,101,111 MAIL° RECEIPT IC ail Ortiynformation, visit ourwebsite at www.tisps.com�. ""le" "''ee $3 + 30 , :Xtra Services & Fees (check box, ad; fe+�q qop gateJ� a Ratum Recerok �ardcopy� $. iLL�t+66JJUU `t` �jfteturn Receipt(elacirvmic $ tMark - •. [] CertWfed Mail Restriated Delivery $ f"� ..{{erg t.., AAA Requirad $. ' �f Adult Slgnatum Restricted 6ahvery $ ,n 0 L f ,Treel anA APT. NO., Or YU fdOX NO,I �f.._.... . . ...... "I ------ .-_ .. C�ysn 7IG. R�_.___..... Cerbfled Mad service provides the following benefits: ■ A receipt (Buis portion of the Certified Mail label). for an electronic return receipt; see a retail ■ A unique identd'orfor your mailplece. associate for assistance. To r"Ive a duplicate ■ Electronic vehficabon of detivery or attempted return receipt form additional fee, present this delivery. U51`5®-postmarked Certified Mali renafptto the 'KAword otdelivery )Indudingthe recfpierift rataiiassoaate, signature) that -is retained by the Vital Ser 8— Rostrtcted detfvM Urvice, wfisch Provides fora specified Wind. deiivoty to the addressee specified by name, or to 4he`addressee's authorlred agent. knp0junf RBntlffdSrS: Adult signature service, which requires itte is You may purchase Certified Mail service with signee to be at least 21 years of age (oat First -Glass Mali°? Furst -Class Package Service, available at retail}: or priority Maim service. - Adult signature restricted delivery service, vahich r Certified Mail service is notayailable tar requires the signee:Id he at least 21 years of No International mail and provides delivery to the addressee Wecftd r Insurance coverage IS nafavafW)O for purthwe 4y aame, or to the addrossee's auttrorized agent Wth Certi W MA service. Kawever;ihe purchase (not mPab)a at reta i). of CorWied Maii servfco does riot change tyre s 7o ensure fhat your CortMed Maf1 receipt is insurance coverage aulomaticatly inomoed vgith accepted as logai prootof mailing, it should bma certain Prfodty Mail tten?s. USPSpostmark if you vgould like a posfmark on r For an additknW foe; and with a proper this Certified Mail receipt, please preseot you endorsement on ftwmai(piece,you may cegltest Cortffiod MMI item at Cast Ore TOT the fdilowing services: postmarking. If you don'tneed a postmark an this - Returnmceipt service, which prNides a rocard Certified Mail receipt; detach 9hebarcoded portion Of delivery {indludiN the recipient's signalvm)- of this label, atfix it th the mailpreoa,apply You car? regaest a WrIcopy return receipt or an apprapda(e postage; and deposit the ma:lVecs, electronic version. Far a hardMyretum receipt, complete PS Form 3011, domestic Return Receipt; attach PSgerm 3811 to your mailpiece; IMPORtlW.. Save this TsoMpt for your moard& PS Form 3800, Apra2014 t.9, &-se) PSN 7534d8-GOO-.0047. r Complete items 1, 2, and 8. ■ Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the ma0piem, or on the front if space permits. 1. Hrbicid Addressed to: K422 AGAWAM CAR CARE INC I RIVER RD AGAWAM, MA>01001 Uq 13 Addresses S. Received by (PikW Nmw) C, Date of delivery D. is delivefy addrem dW&ent-from Worn 1? Q Yes It YES, enter delivery address below: Ea'No 3. Service Type ❑ Wv Se9eq E ❑ AduR 5tgnatua ❑ Registered tdlaA- AduftSI mMmReedDahvy ❑ 9= mom flowlmd comwman 9590 9402 1469 5329 2512 50 �+ ear 2. - �� ..e#. �,,, �.� Men a_ Collear on pW� d oaw+ery cl swat" car� 7015 3010 0000 9893 '5JD8 Res#fcbdaelOrr FAS&WW Dalmy PS Form 3811, JLAy 2015 PSN 7530-024000-so >3 Ftecelpt United States Postal Service First -crass mail Postage & Fees Paid USPs Permit No. 0-10 Vanasse Hangen Brustiin, Inc. One Federal Street, Building 143-3N Springfield, MA Of 1g5' f��itlifl�ll;��ia�3tE�li�Ifi��E�jE�3Et��Ifli3}f'tl�t��}l��i��lflilf CERTIFIED MAIL" RECEIPT Aomestic R9ar! Only For delivery information, visit our website of www.usps com'. Gertitiea MaV-ft 43.30 $ \� � a c3 Extra Services & Fees (c,4 c pax, add tee ❑ PRLurn Receipt (haedc4p}) $ • [3Retu 4)eceP(e4ecIrvmc) $ 'y iapssrn roc` :; p Dartifled AAaii }lea Hr d Pelvery S i ale if OAdu"SIg,mure.RegWred. $_ tQ `=•.'. r f" OAduR Signature Restricted Delivery.$.. �. -- Postage 7 08/19/2016 Total a :47 Certified Mail service provides the following be&f ils: Is Areceipt (this portion of the Certified Marl laWlj. for an si%tMn c return receipt, see a retail m A unique identifier for: yourmOpiece. associate for assistano. To toteive a duplicate 1B Electronic vedficarfon of defiveryor attempted Temrn receipt far no addWorrai fee, present this delivery. i SAS® -postmarked Cerfffied Mail receipt to the • A record of delivery:{including therecolonts retail associate. signature) that is reiamd by the Postal Service"' Restricted delivery service, whkh pmvides for aspecified period, delivery to the addressee specified by name, or to the addressees authorized agent. Imporfarrf Reminders. Adult signature service, which requires the ■ You may purchase Certified Mail service with signac to beat least 2t years of age(" first C}ass VW10, First -Class Pad(age ServioO, available at retag). at Riorily Mail, WNR,* - Adult Signature Yestricted dallvefy service, which ■ Caffi,�d Mail service is dof available for requires the s*w to be at least 21 years of age interna xml mail_ and provides nOvery to the addresses Vocifled ■ Insurance coverage is notavaiahle for purl -ass by name, or to the addressee's authorized agent with Certified Mai( service. However, the purchase (Mt available at retail). of Certified Mail service does net change the ■ 7o ensure that your Cordifed Mal receipt is insurance coverage aulomaticehy included with accepted as legal proof of mailing, it should bear a certain Priority MO Kems. LISPS poamark. It you would dike a postmark on ■ For an additional fee; and with'a proper this Certified Mail receipt, please presantyour - endorsementonthetnallpiece,you may request C011OW Maititem ataPost Office- for the follllwi)g services: postmarking. Ifyou don't need a pAmark on this - Rehzm receipt service, which provides a record Certified Mail receipt, detach the barcgded portion of defrvery (including the recipient's signature). of Fhis label, affix it to the mailpft% apply You can request ahardcopyreturn receipt oran apprep('ratepaeao,and depat;ilthe mailpiece. electronic version. For a hardcopy return receipt compete PS Form 3811, Dpwestfc Petum Recerprattach PS Form 38)1 tayeur rnailpiece; JMPORTA". Save this reeefptfm your neourds. PS Furrn 3800, Apo 2015 (Revemaj PSW 7530-02-DDD4W7 0 CoMpieteitams 1, 2, and 3. a► Print your name and address on the reverse so that we can return the card to you. M Attach this: card to the back of the maifpiece, or on the irord it space permits. 1. Amide Addressed to: K4 :3 8 THE 157-163 RIVIERA DRIVE REALTY TR 439 MAIN ST AG. VAM, MA 01001 1;E32 9590 9402 1469 5329 2512'67 Z Artic:te Number (Rer*JW from servke kbef! [}15 3010 4400 9893 509E PS Forrm3811, July2015 PW mo-M-000-9a53 A. Sig . l� E rrt X S. N"I C. Date of Dellvery D. is delivery addressdiffaM from torn 1? ❑ lies tt YES,enter delivery address below. ❑ No 3. Service Type is P14ft ma q Adutt Serra ❑ Pagttmd MM- RegfstmW Mai Re WOWd C❑ leri %Me ` dl au o sdorTm MaU Renrtoa DWWmy Domestic Retum Frecei ilnii d States Postal Service First -Class Mail € ostage & Fees Paid I.1SF'S No. Permit to-70 • Sender please print your name, address, and ZIP+4® in this bW V�nasse Hangen Brustlin, Inc. One Federal Street, Building 103-3N Springfield, MA 01105' CERTIFIED MAIL@ RECEIPT Domestic Mail Only Certified Mail Fee $3.30 0101 �T�� 05 �j Extra Services & Fees (check box, add teeasgp. 7VV • Return Receipt (tiardcm) $ Return Receipt ❑ (eieotwic) $ [] Certified Mail Hestdcted Delivery $ . 3 ere : ❑Aden Signatmo Required ❑ Aduh Signature Restricted Ewvary J' Postage $0.47 ,,n 7t � %i Total Postage and -Fees C.■ $ Sent i3D Box Street and Apt. No of No- -------- -------- - '--•- -----"-•' Certified Mail service provides the following benizfits: ■ A receipt (this portion of the Certified Mail label), for an electronic return receipt, see a retad -• ■ A unique identifier for your mailpiece, associate for assistance. To receive a duplicate ■ Electronic verifleatiunofdelivery orattempted return receipt for noaddiberalfee, present tha delivery, USPS( postmarked Certified Mail receipt to the ■Arecord ofdetiveryfiadudingthe recipionta retail associate. signature) that is retained by fhs Postal Service" Restricted delivery service, which provides for a specked period. delivery to the eddressree s"dRed by name, or to the addressee's authorized agent. kWilalriRemindem; - Aloft signature service, which requires the ■ You may purl ase Certified Mail service with signee to be at least 21 years of age (not First -Class MailP, First -Class Package 5ervioe®, available at retail). or Pr ority Mail' service. Adult signature restricted delivery service, which ■ Certified Mail service is notavailable for requires the signee to be at least 21 years of age international mail, and provides delivery to the addressee specified ■ Insurance coverage it notavailable for purchase byname, or to the addressee's authorized agent with Certified Mail service, however, the purdfase (not availableatretall). Of Certified Mail service does not change tie ■ TO ensure that your Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing; it should bear certain Priority Mail items. LISPS postmark, 9 you would like a postmark on ■ For an additional fee,and with a.proper this Certifced Mail receipt, please present ywrr endorsement on ttre mailpiece, you may request Certified Mail item at a PostOffice'" for the h0owing serv)ces postmarking. It you don't need a postmark on this - Return receipt service, which provides a record Certified Mail receipt, detach the bareoded portloh of delivery (including the recipierd's signature), of this label. affix it to the mailpiece, apply You can request a hardcopy return receipt or an appropriate postage; and deposit the mailpiece,- electronic version, Fora hardoopy return receipt, complete n Form 3811, OomestleRetrma Receipt; attach PSForm 3811toyear mailpitce; IMPORTAIfi:Sam this r cdofor Vow rewrds, PS Form 3800, April 2015 (Reverse) PSN 7530-02-000-9047 All Complete item 1, 2, and 3. a SkMaWm ■ Print your name and address on the reverse X rp. 0 AgW so that we can return the card to you. a Addm a Attach this card to the back at the mahpiece, I B. Received by Name} L mate of 90, K4 21 NORTHEASTERN PROPERTIES INC 1379 MAIN ST AGAWAM, MA 0 100 1 Is ddpmty address different fmM Ytem 1? U Yet tf YES, enter dei" address below: 13 No SI 11� 1 11!l� Ii�l iii�ii ill iC 1113. EmrawD Q T 0RogwEl red maw - El Adult SJpnawm rued Dellvay ❑ R= Md Ratdicted KP~ man 9590'94021469 5329 2510 76 0 CAOW Mal P&SbtWd DWIVM wReoui"PAO**W 2 .�_,_.,. ��R 5 �,.. . +.a +t�_. _ C]eo+�ectonD*Yet+RW**due►wy sfgnadre CaitllmsaHon?!! 7015 3010 000.0 9893 5283 D&WOY PS Form 8811, July 2016 PSN 7530-02-000-01M Domestic Return Receipt i v . First Class Mall Postage & Fees Paid LISPS Permit No. G-10 9590 9402 '1469 5329 2510 7h Onhed States Posw Service and Z]P+41 in this box* Vinasse Hangers Brustiin, Inc. One Federal Street, Building'103-3N Springfield, MA 01105 If1lliri t111i1#11J)1,iii11)J l,iifr}i 1r'ri1'111li'1]If Domestic Wil Only For delivery information, visit our website at Old 1� Certified Mail service provides the following benefits: ■ Areceipt (this purtim of the Certified Mail la)e} , for an electronic return receiut, we a retail +Aurdque'identifier for your mailpiece. associate for assis+ance.Toreceive aduplicate at r tectronlc veriftation of delivery or attempted ietura receipt forNaddwonal fee, preseniNs delivery. USPSO-postmarked Cerfitied Mied receipt to the a A record of delivery {including the recipient's retail awtiate. signature) tgat is retained try the Postal Service' Restricted delivery service, which provides for a specified period. daNvray to the addressee specified by name, or to the addressee's authorr2ed agent important Reminders. Adult signature service, which requires tha ■ You may Orchm Certified Matl service with signee In he at least 21 years of ages (nut Fast -Class Mail® First -Class Package Service®, available at rata1); or Priority MOO service. Adult signature festricted delivery service, which ■ Certified Mail service is nofavailaale for requires the sWm to he at least 21 years of age international mall. and provides delivery to the addressee specified ■ IRSWWOe coverage is Aof available for purchase by MUM, or to the addressee's authorW ageo wdh Certsfred Mail &mice. However, the purchase (notavallahle atrUNI). of Certified Mail service does riot change no aToenswe that your Certified MaA receiptis insurance coverage automatically included with accepted as regal proof of mailing; it should bear 8 certain Priority Mail items. USPS postmark: If you would like a postrark on ■ For an additO?W fee, and with a proper this Certified Mail receipt, please present your endorsement On the mailplece, YM may request Cerblied Mail item at Postt]ffite' for the following services: postmarking. if you don't need a postmark on this Return receipt service, which pcavides arecord Certified Mall reteipt; detach fhebareoded portion of delivery (including the recipient's signaftim), of Mfs labN,affx it to fhe mailp?ece, apply You can request a hardeopy retum receipt or an appropriate postage, and deposit the mailpieca. elactr+?nk version, For a hardecpy retum receipt, complete PS Form 3811, LbmesiicAefurn Receipt; attach PS Form 3811 to your ma 1piere; IMPORTM. Saw tliis t eoeipl for Your records. PS Faun IWO, Apin 2015 (Reverse) PST¢ 71W"2-0nn-9047 * Complete items 1, 2, and 3. A, Signature ■ Print your name and addrees on the reverse a tz x Agent so that we can raturn the card to you. ❑ Addr�el Attach this card to the. back of She maiipieoe, by Printed AW* Dole of D* or on the front if space permits. M6.1%*d 1. Article Addressed tm d&olfSddress dff wa m fdSm lterrr t? ff YES, entor delivery a,dd m below: 0 No K436 SIX FLAGS NEW ENGLAND PO BOX 543185 DALLAS, TX 75354-3185 ©l L7 Adu� 5ignat(ra ©kegistered AAaYT" UOWW 9590 94021469 5329 2519 84 ❑ Gwgftd naarW Md ner" �PAOO *w 2. arndra taumber ilYartsf6r frn r, servk a rand!! 0 WW on D4my RoWkW DOvvy ❑ Slum Corn w*M 7015 3010 0000 9893 5320 RobioWoeNmy RaWWW DMMy Ps Form 3811, duly 2015 YSN 753M-ooa-9o= norms ReWrn Roos" First -Class Mall Postage& Fees Paid LISPS Permit No. G-10 9590 9402 1469 5329 2519-84 United States Postal Savice Please print your name, address, Vinasse Hangen Brus#tin, Inc. One Federal Street, Building 103-31V SFPringfield, MA 01105 S- i 12 1 S- 4''ai11110illl,lh111,f,llr.111lillli11i'itllll1f .r.11llt1ldtltfil C3 rLI U1 — tr Certified Mail Fee , -- i'r � $2.70tr _ ✓5 `_ Extra Services & Fees pvckbox, mid fee aE} [4 Return Rempt jhardcopy) ©Return Receipt(elactronie) CeMled — �+ '. Maif Restn'cted Dalivery . ;: Here t3 CAdun Signature Requ red ❑Adult Sq-.ture Reslrieted Deivery: C7 Postage. j 8 08A 9/2016 C Total Postage and W 4% Ln Sent To C3 .SfTreetandApk No., or p"BpxNo: F%- of s " •------- --------` Certified Mail service provides the following bertefits: • A receipt (this portion of the Certified Mail %W). for an electronic return receipt, see a retail ■ A unique identifier foryuar matipiece. associate for assistance. Tosecsive a duplicate ■ Electronic veWkation of delivery or atterrrpterJ return receipt for no additional fee, prenotthis delvery; USPS&Postmarkad Certified Mail mceiptib the ■ Arecord of delivery (irtciud(ng the recipiemils retell associate. , signature} that is retained bythe Postal Service"" Restricted delivery service, which provides for a specifled period. delivery to the addressee specified by name, or to the addressee's authorized agent. impomwt8emfmmers: adat signaatrue service, which requires the ■ You may purchase Ce0ed Maff service with gygnte to W atleast 21 years di age (not First -Gass Mair, First -Class Package Service, available at retail): or Priority Mail® servfce. Adult signature restricted CWkeysefte, which ■ Certified Mail service Is riot aw9lable for requires the sine to be at least21 years of age iDWPatianal mail. and provides deiiveryto the addressee spollad is Insvrance coverage is notavafiabiefor purchase bynarrme, 0r to N addressee's autfrorired agent With Certified Mail service. However, the purchase {not available at retail). of Ceriifred Mail service does not change the ■ To ensure thatyeur Certified Mail receipt is insurance coverage automatically included with accepted as legal proof of mailing, it should tear a certain Priority Mail items. VVS postmark ltyou would We a postmark an ■ For an additional tee, and with a proper this Certified Mail receipt, please present your endorsement on the mafoxe, you may request Certified Mall Item ate Post Office' for the following services: postmarking. fi you don't need a postmark on this - fietum'receof service, which provides a record Cer&fied Mail receipt; detach the barcoded portion of delivery (including the reciglent's sgnatume . of this la)el, atfiirit to the mailpiece, apply You can request a hardeapy return receipt oran appropriate postage. and deposit the ma 1pieee; electronic version. For a harduiW rakra receipt; complete n Form 3811, Qorw4t WIA? fko6ph attach PS Form 3811 to your mairpiece; HytPWAltt7l say& M reaW joy your fecwft Qa Fomt 3800, ApnT2oTs (severest asnr 759402XCO M7 ■ CnmMete items 1, 2, and 3. 1e It Print your name and address on the revem X 3 Agmt so that we can return the card too you. ©Addm M Attach this card to the tack of tins maiipiece, by Ww) I G. of or on the front if space permits. &bale Addressed to- 0. is delivery eddllem tlll otal Tram !tent ii © loos it YES, e+Vr delivery mkln s below: p No K5 2 10 CAROLED DAVID F C/O INDEPENDENT FENCE & A6A WAM, MA 0 E 00I-0263 11111111111111111111111 I'M11I111111111 ME 9590 9402 1469 5329 251120 2. Arti to Wl wftha t [Fnr.ef f n .ter d.— mj"-n I u LZM ?015 5010 0000 9893 5238 x lype a Rwft ma Evrme A A d Ree CW Reed iiee a man d pmvk"d oomy �iee fW am f cted r+ew wy � W ,tuiy 2015 PSk 7534-084M4M Firs# -Class Maii Postage & Fees raid LISPS PermikNa. G-i{i 9590 9402 1469 5329 2511 20 Unbd states Postal Service •=Sender: Please print your name; address, and ZIP+40in Wa box* vanasse Hangen Brustlin, Inc. One Federal Street, Building 103-3Aj Wingfield, MA 01105 + fill III III) fill It llii li+fIitfli#1r„111I1t'I1f)11j)IIIII'li CERTIFIED MAIU'RECEIPT pomestic mail only Ln i. 7 .. Er CiNtIledMail Fee $3.30 Oto1 cc a— $ 05 Ext{a S@IVIG9S & 098 (Check dzr, add Aie [}P,"n Receipt Jtwjov) $ $ +7 C3 E)Flet nReceipt (elecirLnic) ., ds� ti �j 1dA s 9TWwe Requited $.an An Adu t Signalum Reoftted t}ef v" /� Total Postage andegs O. i (� $ $ tt 3 SentTn �. fl a- Y 1 ` C3 5'ti�iei aincl Apl� Nn . A" FO Bax h1a. �- -----" ------------- ----------- .. ----- -."'.'---- Certified Mail service provides the foilo%Adng benefits: it A receipt Mis pari'sop of Me GenAed AA i kbeD. SaF an electrriniC return receml, see afetaii • A unique;dentjW for YWma 1p ece. asscciatefor assistance.Io receive a 4kate ■ ewwlc ve fta*A of t1 Neq ar attempted rempt for na adOonal fee, presout ttlis &Avery; USPS6 pmtmarXed Certified Mad ("pt to the ■ A record of delivery Onciuding theresipienrs retail associate, signature) that is tetamd by the Pastaf Sarvicg" - Flt—W ted delivery Service, wtfich provfsies for a swnied period. ttelWY to the addressee speOled by name, or Important ffied Mail service With t-Class pfidage Service/°;' ra: isrwtavau we for • Insurance covpra a is natavailaiie W pumfoe With Certifies' NO service. However, the purchase of Certitiad Phil Wrvics does Imt chwq& ft insurance ceierage aurematicatiyincWded with cerfarn 4riorit} Mail items. • For an addit onaffse, and with apmper endorsement on the rnaiipfeeo, you may request the Ne oaving services: - R&t=.imtempt service, which ptevidea a record of ddlivery (nduding the recigient'ssignatwe). You can wgwvt a hardooPy retum receipt [fir an efectrmle version. Fora hardcopy return receipt. mrnpteta PS Farm 3811, Uomesfdc Relurrr /leceipt, attach FS Form 3811 to yaur mailpiei:e; IMPORTANT, $five this mceiat for yaw recarda PS FWM 3800, nprb 206 fROMM; M 71,3"2-000 eca7 ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■` Attach this card to the back of the mallplece, K417 RAYONIA RENU 132 GLENDALE RD AGAWAM, MA 01001 n111meii111111111111111111111111111111111 w c 1? 0 Yap p No 3. awv" Type ❑ PAartry Mah ! WAI&A naftl" 17 Registered 1V Wm Dd" 13 P426w d Mall Rae8 and Mall Davary O.E=far' CoifedO Aeahiewd tiSignatureCoftrra*"M eNieyp NumtrAr i7rar13fiBt ftnm setvfcs %66f} _�. , ...a m sw*h re cwfi m &m 7015 3010 0000 9893 5184 iU RaVaicted Dgmy - PS Form 3811, July 2015 Pm7ma-m-oW-9063 Damwdc ReMm'Recelpt USPS TRACKING # 9590 94U2 14695329 2511 75 United States Postal Service First-class Mail Postage & Fees Paid uses Permit No. GAO Sender Please print your name, address, and ZIP+4® in this bw V nasse Hangen Brustlin, Inc. One Federal Street, Building 103-31 Springfield, MA 01105 '111 1])])]Ili 111= w - - CERTIFIED MAIU RECEIPT !r • , CertfieCf M W Feo Extra servioss & Fees jchecAv box, add Cea ❑ Ratum Receipt {harden ) $ ` ❑ Ratum Aeceipf(electmnlc). $. •.. �DSti112 { eoTvffea wif Restricted uil .v s �(� Here {jAduttStgnetureRequirou S r- -uttt3igttature Aestrif�cted Wivay flmteg2:. $:. ToW Postage and it 47 S" Sent To t S[r""eefasidfi�ii3V QBo No'."--:: 1.._,.-•"- - -----._-•--•--=-----"-:".. Cliy,"state; .._.._. - ---- •-- •-- •--------------• 0r v -----------------•--------------- .r Certified Mail service provides the following benefits: • A rereipt [this portion of the Certrfied WI label), for an electronic return nwipt see a retail • A unigoe idehtffiwr for your mar}piece: associale for assistance.To receive a-aupricate • Electronic veftatiart of delivery or attempted return receipt for aftNonaf lee, piesant ft delivery. WS®•postrnarkedCertitied MailrectiptIlOIN • A record of &livery (including the m6pierifs retell associate. signature) that is retafned by the "Postal Service" Restricted delivery sarvice,which provides for a specdred period. delivery to the addressee speed by name, or to the addressee's authorized agent. lmportantReminders; Adult signab re service, which requires the it YOU may purchase Certified Mail service with signee to be at least 21 years M age (not First -Class to r' first-class Package Service" available at tetall). br PTiOr{ty fvrW secO". - •: Adult signat ro restricted delivery service, which it Cortified [mail service ls notavailablo for requires the sigriea to be at least 21 years of No internatioal snail: and provides delivery to the addressee specified ■ hisuraoce cnverage is notavaffable forpurchase by name, or to the addressee's authorized agent wittr:Certified Mail service. However, the purchase (OM available aCretaii},... & Certified.Ma11 service does noi.change [tie insurance coverage automatically included with certain Priority Mai( items. ■ For: an addit{onal fee, and with a proper endowment on the mabpiece,yal may request the following sarvices. - Aelumreceipt service, wttictr provides a record of delivery (including the recipient's signature). You car, request a fiardcopy mtum receipt or an electronic version, For hardcepy rotum receipt complete PS Forst 3811, Dnmestic 8efum Reeev; atta0h PS Form W i to yabr maiipeee; •To ensure that your Certified Mail receipt'us accepted as legal proof of mailing; it Mould bear a LISPS postmark if you would We a postmork on finis OWN Mari receipt, please presarlt your Ce Ned MaR item at a Post Office' for postrmOng. SI you Qon't need a postmark an flits Certified Matt mee pt,detaco the b4rcoded portton of this label, affix it to the mailplece, apply appropriate postage, and deposrtthe mailoace. IMPON W. Same this irnoiptfor VOW rewift AS corm 3800, April 201 IS (Reverse) PSN 7s3a-e2-000-q047 ■ Complete items 1, 2, and 3. A. Wnffwm • Print your name and address on the reverse X%4 O Agent so that we can return the card to you. ❑ ■ Attach this card to the back of the mailpiece, s ❑• -Date of Delivery or on the front if space permits. 1. Article Addressed to: D. delivery address ftm'ft9m i? O mw 1f YESeater dWhtery address taw: [3 No K439 PAPADOWAS NICHOLAS LIT 222 DWIGHT RD SPRINGFIELD, MA 01108 3. service -ft- ❑ l�ricrltyMei164>rees® ❑ Adult $lgrraWre ❑ r�eglstered MeH^° E] AduR SOUb re Restrklad Delivery ❑ Aegistered Mall Re*iftd DONNY 9590 94021469 5329 2512 43 S cDe�rdWW WWR Ontl ted D*" EK=t far ❑ celled on Dellwary 2 ... —. _ rr erg fmm service 111W ❑ Collect on DaWy RBW1cWd D61" ❑ gnatrre Car rmedonT" r, r—wA Mail. El yea 7015 3010 0000 Cofemadlan 9893 5115 Restrkeed oA-Y DdtMy PS Form.3811. July 2015 P5N 7530-02-000-9053 Domestic Rehim Receipt First -Class IJIaII Postage & Fees Paid LISPS Permit No. G-10 9590 9402 '1469 5329 2512 43 United States Postal Service name, Vanasse Hangen Brustfin, Inc. One Federal Street, Building 103-3N Springfield, MA 01105 11 '}'ltl01111i'lill11111111111 H Domestic Mail Only , For delivery info ;esttt,ea mass ` $3.31) _7 "� 5% x: . xtra Services &Fees (tneckLox, ado'�.,e4�@f�gPgypete) #VaLs�J: �} neturn Receipt R�ntss) $ }.Return Receipt (eloctmn*) $ 'Z' PBSUft&rK " ©tiart'rt'ied Mail PestrtMed Oeliverys Jai+ C7 CAdvR 3igneiu2 Requiretl $ Q A E)Adult Signature Res:r+cted Oe4vtry ostage $0. 47 �l8li 9/201 d ;� atW Postage *rod 1'9 47 ieatTa----------------- t �rla street 'Apt: NO:, of �t7 $a r ldai s -------------------- ---------- -4,, State, ZIPW Certified Mail service provides the following benefits: • Ateceipt (Uns portion W the Cerffmd Mai( (abel). for on alectroniaretum (eceipt; see a retail ■ A utiique iderMer ter your rt; Spiece, associate for assiatarte. To receivka duplicate r Electronic reri(ica5an of delivery or attempted return receipt for no additional fee, present this delivery. USPS®-postmarked Cestified Mail receipt tottie a A record of delivery (IncWino the recipient§ retaiS auociate. signature) that is retained by the RxUl Service"" Res(rictad delivery service, which provides IN a spacified period. delivery to the addresseo specified by name, br tottie addressee'saufherized agent Important Rerrrirrtiers: Adu(t signature sery ca, which requires the a Yob may purehate Certified Mall Service With stgnee to be atica5t 21 years of age (not first-t:IaSs WO, First -Class Package SanimIj availOp ad relai't): or ptiorliy MW Service. -: RduA signature restficted delivery service,:wbieh" ■ Certified -Mail aerv(ce is natavaitable for requires the signee to be at least 21 years of age International mail. and provides delivery to tho addresses specified ■ insurance coverage is rmtavaiiable forpurcbase by flame, or to the addressee's authorized agent witfi Certified Mall service. However, the purctrase (not available at retail): of Cefted Mall service does not change the ■ To ensure that your Certified Mali receipt is insurance owerageautomatically Inckrded vAth accepted as legal proof of matfing R sthaold bear a certain Frionty Mail items. LISPS postmark. (f you w9uld like a postmark on 1 Fur anadditionaf fee, and wittra proper this Cerdfied WIreceipi, please present your endorsement an tte mailpiece, you may request Certified Maii +ter at Post Office"for the fckwing services: postmarking. 11 you don't need apostmark on'ihis - Return receipt service, which grevides a record Certified Mail teceipf; detach the bercoded pof ion of delivery ¢=tiding the recipient's s}gnatiuej. of thislahei, affix#t to the mailpiece, appSy You can request ahardcopyreturn mceiptoran awmpriatepastage;and depmtthe maiipiece. electronic version. for a bardcnpy retura receipt, c6m ?ate FIS Form'391S, RutncsiiC Return Receipt, attach P5 Form 3811 toyour maiSpioca; IMPOfiiANP Sane thb reftipY for your records. A& F�orsa 3800, April gims fF?. ) PsN 7S3AU2.OW-.904i -, . \�f vo .hb Engineers I Scientists I Planners I Designo One Federal St.,fa 3� +A«e MA±1Ia 7i15 3010 0000 9893 5177 f . d M.M.M. 1000 U-% #AG■ e § ELD A � � a $6.47 2304M H 14 05 f4311 btmMdNJRROBERT &. 129 TOBACCO FARM RD FEEDING HILLS, A 01030 . . £»aa�2=fif FORWARD TIME EyP TN f2 SEND 0±- &e»... . . SOS «y Z49 FEEDtNG HILLS MA a±S ± 2+£ _ RETURN TO SENDER §/8111111111111111111111 111111S 11)i §! Legal Notice In accordance with Section 180-13 C (4) of the Code of the Town of Agawam, notice is hereby provided that the Agawam Planning Board will hold public meeting at 6.30 PM on Thursday, September 1, 2016 at the, Agawam Public Library, 750 Cooper Street, Agawam, MA. The purpose of the hearing is review an application submitted by Six Flags New England to construct a new amusement ride to a height of approximately 117-feet. In accordance with Section 180-49A of the Zoning Code of the Town of Agawam, an amusement ride which is setback 250-feet from the property line but exceeding a height of 45-feet requires abutter notification of the Date, Time and Location of the public meeting.. The application is available for viewing in the Planning Office at Town Hall. CERTIFIED MAIL° RECEIPT Domestic Mail Only :ertified Mail Fee d; -jV 6 01 05 Extra Services.& Fees (check bm add tee. ❑ Return Receipt Nrdcopy) $ Return Receipt (eiectranin) $ k❑ CeRit-ied tr I Restricted Daiirery❑ Adult Signature RequcredAdult �. Signature Restricted Delivery$`� �Ostage . t Total Postage and 116" 47 Q$f —1 S Sent To Str�etano' pt.Jao, ar Pt3 Ebx 1U0. "--- --- --- `------------ -------- •----_-•-- Certified Mail service provides the following benefits: ■ A receipt {this portion of the Certified Mall label) for an electronic reum receipt, seep a retail ■ A unique identifier for your mailpiece. associate for assistance. To receive a duplicate ■ Electronic verification of delivery or attempted return receipt for no additional fee, present this delivery: USPS®-postmarked Cortified Mail receipt to the ■ A record of delivery {including the recipient's retail associate. signature} that Is retained by the Postal Service7` Restricted delveryservice, which provides for a specified period. delivery to the addressee specified by naive; or ID the addressee' authorized agent. Important Remindefs. Adult signature service, which requires the ■ You may purchase Certified Mail service with signee to be at least21 years of age (not First -Class Mail®, Airst-Class Package Service', available at retak), or Prionty frlail� service. Adult signature restricted delivery service, which ■ Certified Maii service is notavailable for requires the signee to be at least 21 years of age lnternational mail. and provides delivery to the addressee specified. ■ Insurance coverage is notavallable for purchase byname, or to the addressee's authorized agent with Certttied Mail service. However, the purchase (not available at retail), of Certified Mail service does not change the insurance coverage automaticatiyincludedwith certain Priority Mail item. ■ For an additional fee, and with a proper endorsement on the mailpiece, you may request the following services: - Return receipt service, which provides a record of delivery ;including the recipienrssignature). You can request a hardcopy return receipt or an electronic version. For a hardcopy returnreceipt, complete PS Form 3811, Oomesnb Return Receipt•attach PS Form 3811 to your mailpiece: ■ To ensure that your Certified Mail receipt is accepted as legal proof of mailing. R shourd bear a USPS postmark.If you would Ike a postmark on this Certified Mail receipt, please present your Certified Mail item at a PostOffico'" for postmarking. If you don't need a postmark on this Certified Mail receipt, detach the barcaded portion of this label, affixit to the mailplece, apply appropriats postage, and deposit the mailpiece. 1MPQRTAML• Save this moW for yourrecorids. PS Ferm.3801), April 2015 (Aeversa) PSN:7530-02-D00-8047 vs vOhb Lng7Mers I sclemists I Planners 1 Daslgner if It 040 One Federal 5f., Bldg, 103-3h Springfield MA 0110S U, P�1i $Pflltilf HELD, MIA AUt �iN7 6.47 R2304MI 15214-05 UNDELIVERABLE AS ADDRESSED ATTEMPTED NOT KNOWN INSUFFICIENT ADDRESS a NO MAIL RECEPTACLE RETURN TO SENDER ❑ TEMPORARILY AWAY ❑ NO SUCH NUMBER 2 REFUSED U NO SUCH STREET ❑ VACANT ❑ IN DISPUTE 3 ILLEGIBLE BOX CLOSED u UNCLAIMED ❑ MLNA - UNABLE TO FORWARD # Complete gems 1. 2, and 3. ■ Print your name and address an the reverse so that we can retum the card to YOU. g Attach this card to the back of the IP or on the ftDM if space Permds. 1, AtWe Addressed tQ: x ❑ Addressee a. Received by (tinted tie} t. Date of DebwY D ie do lveq addrm d Remnt from fern t7 a Yes F if YES, enter delivery adcbmw below. ❑ No 1 K4 1' 2 COMMONWEALTH OF MASS ONE ASHBURTONPL BOSTON, MA 02108 3. service Type L] army e> 0 n t 9590 9402 1469 5329 2511 144 0 Cetwed maR R DMIMY 0 C-Wiaon De h0I A=140 for marduRdLo � codeor on Denvery fiestricted DeThrerr � Miele f urntm !hems W from srw ca 7015 3010 13000 9893 5 214 �eetrAW Dslivery yea Derby 00 Retum Receipt � Legal Notice In accordance with Section 180-13 C (4) of the Code of the Town of Agawam, notice is hereby provided that the Agawam Planning Board will hold public meeting at 6:30 PM on Thursday, September 1, 2016 at the Agawam Public, Library, 750 Cooper Street, Agawam, MA. The purpose of the hearing is review an application submitted by Six Flags New England to construct a new amusement ride to a height of approximately 117-feet. In accordance with Section 180-49A of the Zoning Code of the Town of Agawam, an amusement ride which is setback 250-feet from the property line but exceeding a height of 45-feet requires abutter notification of the Date, Time and Location of the public meeting. The application is available for viewing in the Planning Office at Town Hall. Department of Public Works s 1000 Sufiieid Street @ Agawam, -MA 01001 Tel (413) 8210600 . Fax (413) 8210631 Christopher I Golba 9 Superintendent MEMORANDUM To: Planning Board CC File From: Engineering Division Date: March 2, 2017 Subject: Site Plan — Six Flags New England — 4-D Coaster Per your request, we have reviewed the Site Plan entitled " Six Flags New England— 4-D Coaster, Agawam, MA Prepared for: Six Flags New England, 1623 Main Street, Agawam, MA; Prepared by: Vanasse Hangen Brustlin, Inc, One Federal Street, Building 103-3N, Springfield, MA Scale: 1" = 30' ; Updated: February 10, 2017 Based on our review, we have the following comment: 1. On Wednesday, March 1, 2017, Engineering requested an electronic copy of the HydroCAD files for review from Mr. John J. Furman, P.E. from VHB via email. Engineering Department has not yet received said files. Engineering recommends approval of the proposed 4-D Coaster plans upon condition of the receipt and approval of the HydroCAD files. Engineering reserves the right to make additional comments ;as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, Vladimir Caceres Civil Engineer 8'\P\MMXKAM\&16-M164DC0.%8 \rm=0&&c Michael F. Albro, P.E. Assistant Town Engineer 11 11 February 10, 2017 Ref: 13630.00 Marc :Strange, Planning Director Town of Agawam 36 Main Street Agawam, MA 01001 Re: Update for Site Plan Approval, Six Flags New England, 4-D Coaster Dear Mr. Strange: On behalf of our client, Six Flags New England, VHB submits for your review and use the following information: •. (3)-sets of 24x36 updated site plansprepared -by VHBB. The purpose of this filing is to update the previously approved site plan for the 4-D Coaster at Six Flags New England. The updates proposed include the installation of (2) ancillary support buildings associated with the 4-D Coaster. One building is -a Merchandising Building, where park visitors can purchase items to remember their ride experience. The other is;,a Snack Shack building, located near the 4-D Coaster. These building were not shown on the:approved plans as the park designers had not worked through the details of the buildings when we first appeared at the Planning Board. Buildings of this nature are usually constructed to support the amusement feature being approved by the Planning Board. Additionally, we would like to identify a sun -shield structure which was included on the approved plans, but not specifically identified. In talking with the Agawam Building Inspector, he suggested including this structure in this update submittal to make sure all features of the ride are addressed. Attached to this correspondence are colored renderings of these three buildings, for the Board's reference. We trust this information will be sufficient for your use and review. We ask that this project be scheduled for presentation at the next available Planning Board meeting, which we understand to be February 16, 2017.. ;Pease do not hesitate to call should you have questions or need additional information., ` Sincerely, it1wV w John J. urman E. Managing Director, Springfield jfurman@vhb.com RECEIVED FEB 10 2017 A.`r' PLANNING Z,�!.'ARD 0 to Federal Street Building 103-3t Engineers[ Scientists l planners I Designers Springfield, Massachusetts 01105 P-413.747.7113 F 413-747.0916 P,maspringlpsQjexts\13631)aO�shPermits\PWnningUpdaie624o-17.docx 175 l � � NMI a S n ^t pp � ? t F � x-� t`* § `• �s M`�' =E11Y d�S fi S 'El x { rim $ a, s r Pamela Kerr From: Furman, John <JFurman@vhb.com> Sent: Monday, February 6, 2017 3:31 PM To: Pamela Kerr; Marc Strange Subject: Six ;Flags New England, 4D coaster Site Plan update Marc/Pam: Just a quick email to update you on my discussions with Eric. After talking with him, the easiest way to resolve the issue is to submit a request for a minor site plan update for the 4-D coaster site plan approval. In addition to the two buildings we have been talking about (Merchandising Building and Food Shack), Eric mentioned that the entry area screen structure located over the queue line should also be discussed. This item is shown on the site plans approved by planning board, but he thought since we were going back we should identify it again just to be sure. By Thursday of this week, I will drop off an update set of site plans for the project. It will be a complete set of plans so you can simply make a swap with the set you have in your files. I have a call into Michele Chase to make sure she also does riot have any outstanding issues, as if she does, 'I'd like to take care of this all in one step. Will three sets of updated plans be sufficient for this process? I'll also have a cover letter with a narrative and some rendering of the buildings. Thank you both for helping straighten this out. John J. Furman PE Managing Director — Springfield Licensed MA/CT/IVY One Federal Street Bldg. 103-3N Springfield, MA 01105 P 413.747.7113 1 M 413.478,7246 1 F 413.747.0916 jfurman@vhb.corn Engineers l Scientists l Planners I Designers www.vhb.com This communication and any attachments to this are confidential and intended only for the recipient(s). Any other use, dissemination, copying, or disclosure ofthis communication is strictly prohibited. If you have received this communication in error; please notify us and destroy it immediately. Vanasse Hangen Brustlin, Inc, is not responsible' for any undetectable alteration, virus; transmission error, conversion, media degradation, software error, or interference: with this transmission or attachments to this transmission. Vanasse Hangen Brustlin, Inc. I irfo@v_hb.com 1 Town of Agawam Planning Board 36 Main Street, Agawam, Massachusetts 01001-1801 Tel. 413.726.9737 Fax 413-786-9927 February 22, 2017 John Winkler Six Flags New England 1623 Main Street Agawam, MA 01001 Dear Mr. Winkler: At its duly called meeting held on February 16, 2017, the Agawam Planning Board voted to approve the updated site plan entitled "Six Flags New England — 4-D Coaster, Agawam, Massachusetts",prepared by VHB and dated August 29, 2016, revised February 10, 2017 pending final approval of the Engineering Department. If you have any questions, please contact this office at 786-0400, extension 8245. Sincerely, > Mark R. Paleologopoulos, Chairman rN J AGAWAM PLANNING BOARDo MRP:prk c Cc: Building Inspector Engineering Department VHB, Inc. Town Clerk, File February 10, 2017 Ref: 13630.00 Marc Strange, Planning Director Town of Agawam 36 Main Street' Agawam, MA 01001 Re: Update for Site Plan Approval, Six Flags New England, 4-1) Coaster Dear Mr. Strange:; s Ago, 0� Vhb On behalf of our client, Six Flags New England, VHB submits for your review and use the following information: • (3)-sets of 2436 updated site plans prepared by VHB The purpose of this filing is to update the previously approved site plan for the 4-D Coaster at Six Flags New England. The updates proposed include the installation of (2) ancillary support buildings associated with the 4-D Coaster. One building is a Merchandising Building, where park visitors can purchase items to remember their ride experience. The other is a Snack Shack building, located near the4-D Coaster. These building were not shown on the approved plans as the park designers had not worked through the details of the buildings when we first appeared at the Planning Board. Buildings of this nature are usually constructed to support the amusement feature being -approved -by the Planning Board. Additionally, we would like to identify a sun -shield structure which was included on the approved plans, but not specifically identified. in talking with the Agawam Building Inspector, he suggested including this, structure in this update submittal to make sure all features of the ride are addressed. Attached to this correspondence are colored renderings of these three buildings, for the Board's reference. We trust this information will be sufficient for your use and review. We ask that this project be scheduled for presentation at the next available Planning Board meeting, which we understand to be February 16, 2017. Pease do not hesitate to tail should you have questions or need additional information. Sincerely, _ �I Sohn 1 urman .>_. Managing Director, Springfield jfurman@vhb,com RECEIVED FEB 10 2017 AG kk1V ,A PLANNING BOARD One Federal Street Buiid stg 103-3N Engineers I Scientists i Planners l Designers Springfield, Massachusetts 01105 P 413:7473iZ �lmaspnrtq\p�ayect533fi30.0%doolPesmitslPianning Update 02-1017.docx F 413.74T0916 OHM P.-ifili fin ` `•, � I .. p y: ��! tt P IPA I a i uj r II V tlUtt s UJ W^ '7 yy.. co C 4Yti 2r j uj a L LZ nv i �) � is � i ✓* � + v � Pamela Kerr From: Michelle Chase Sent: Tuesday, September 06 2016 4:22 PM To: Marc Strange,, Pamela Kerr; Amanda Boissonneault Cc: JFurman@vhb.com Subject: Six Flags - 4D Coaster Hi Marc, I just wanted to let you know that Engineering is reviewing VHB's submittal for the 41) Coaster. I don't anticipate there being any issues with the outcome of our review and the design. Vhb has been easy to work with on these projects and always addresses our concerns. We will provide the Planning Board with an update as soon as our review is complete. Thanks. Michelle C. Chase, F.E. Town Engineer F: 413-821-0625 F: 413-821-0631 Agawam - Engineering Division 1000 Suffield "Street Agawam, MA 01001 www:agawam.ma:us Please consider the environment before printing this email r r El s 36 Main Street Agawam, Massachusetts 01001-1801 Tel. 413-786-0400 Fax 413-786-9927 September 2, 2016 Six Flags New England 1623 Main Street Agawam, Massachusetts 01001 7 To Whom It May Concern, At its duly called meeting held on September 1, 2016, the Agawam Planning Board voted to approve the Site Plain entitled "Six Flags New England 4-D Coaster Agawam, MA" for Six Flags New England prepared by VHB dated August 4, 2016 and revised August 29, 2016 conditional upon the Engineering Department's comments dated August 17, 2016 (attached). Three sets of revised plans shall be submitted to the Planning Board for their signatures. If you have any questions, please contact this office at 786-0400, extension 8737 Sincerely, Mark R. Paleologopoulos, Chairman AGAWAM PLANNING BOARD MRP:amb Cc: Inspection Services, Engineering Dept., Town Clerk, File, Vanasse Hangen Brustlin Inc TOWN OF AGAWAM Department of Public Works 1000 Suffield Street Tel (413) 8210600 • Christopher J Golba e MEMORANDUM To: Planning Board CC File From: Engineering Division Date: August 17, 201`6 Subject: Site Plan -- Six Flags New England — 4-D Coaster Agawam, AM 01001 Fax (413) 821063`1 Superintendent Per your request, we have reviewed the Site Plan entitled "`Six Flags New England — 4-D Coaster, Agawam, MA;- Prepared for: Six Flags New England, 1623 Main Street, Agawam, MA; Prepared by: Vanasse Hangen Brustlin, Inc, One Federal Street, Building 103-3N, Springfield, MA; Scale: l" = 30' ; Dated: August 4, 20I6," and we have the fallowing comment: 1. On Wednesday, August 17, 2016, Mr. John I Furman, P.E. from VHB and Engineering Department discussed the issues regarding this site plan; VHB is working on some changes to the stormwater design. It was agreed that the Engineering will work with VHB to complete these plans and confirm that all of Agawam's stormwater regulations are met. Engineering recommends a conditional approval of the new 4-D Coaster and will make sure a final set of revised plansaremade available to the Planning Board when complete. Engineering reserves the right to make additional comments as new information is submitted. If you have any questions please do not hesitate to contact this division. Sincerely, Vladimir Ckeres Civil Engineer S.\SP\306.SDC PLAGS\8-1&2D16 4D GOASTER\mew 01.dpe. ///4, -a 6 � Michelle C. Chase, P.E. Town Engineer 11 Site Plan Review Page 1 AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: M. Strange DATE August 17, 2016 DATE RECEIVED: August 5, 2016 DISTRIBUTION DATE: August 17, 2016 PLANNING BOARD MEETING, DATE: August 18, 2016 APPLICANT INFORMATION 1. Name of Business: Six Flags New England Address: 1623 Main Street, Agawam, MA 01001 2. Owner: Six Flags New England Address: 1623 Main Street, Agawam, MA 01001 Telephone: 786-9300 Fax: 3. Engineer: Vanasse Hangen Brustlin Inc. (VHB) Address: One Federal Street, Bld. 103-3N, Springfield, MA 01105 Telephone: 747-7113 Fax: PLAN REVIEW Scale: 1" = 200' Date August 17, 2016 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): 0. K. 0 Site Plan Review Page 2 Description of Project: Proposed construction of a new amusement ride ("4-D Coaster"), which is 229 feet long and 118 feet high. Project includes • Disassembling the existing water ride superstructure, and demolishing permanent ride features, such as concrete water tanks and pavement areas; • Removal of existing drainage system components, including; piping and detention basins; • Installation of new ride foundations and ride structure, including new queue -.;lines and loading/unloading platforms;; • Modification of existingelectrical, communication systems, and drainage to existing system; and • Restoration of disturbed areas. Description of Site: Site is located in the southern portion of the park and will replace an existing attraction ("Family Raft Ride" ). Provision for Traffic Flow: Unchanged. Parking: Unchanged. Drainage: See Engineering comments. Public Utilities: See Engineering comments- Landscaping/Screening and Buffers: Plan indicates existing plantings to be removed and new landscaping to be provided by Six Flags Grounds Maintenance - details not provided. Sign Locations Exterior Lighting:: Not provided. Not provided. Rendering or Elevations: Not provided. Dumpster Location: N.A. Other Comments or Concerns: This ride is located outside of the buffer line established under Section 180-49A, which is 250 feet from the nearest property line or sideline and, therefore, requires abutter notification of the Planning Board meeting. Marc Strange From, Michelle Chase Sent: Wednesday, August 17, 2016 11:39 AM To: Pamela Kerr; Marc Strange Cc: Vladimir Caceres Subject: Six Flags Pam and Marc, We are very busy over here at the moment, but I just got off the phone with John Furman of VHB regarding the 6 flags projects. The Looney Tunes bathroom project is pretty straight forward and we recommend approval by the Planning` Board. We didn't get a copy of the site/drainage, plans for the new coaster here in Engineering (we still only have the team meeting plans). Anyway, John and I discussed at length the proposal which will be changing a bit from the submitted plans. I have full; confidence that VHB will be able to prepare a set of revised plans that will meet the DPW's stormwater permit regulations. Engineeringwill work with VHB to complete these plans and confirm that all of Agawam's stormwater regulations are met. Therefore, engineering recommends a conditional approval of the new coaster plans. A final set of plans will be made available once complete. Please do not hesitate to contact me if you have any questions, Michelle C. Chase, P.E. Town Engineer i': 413-821-0625 413-821-0631 Agawam - Engineering Division 1000 Suffield Street Agawam, MA 01001 w,Ny.aeawarn ma.us Please consider the environment before printing this email E Amanda Boissonneault From: Michelle Chase Sent: Wednesday, August 17, 2016 11:42 AM To: Amanda Boissonneault Subject: FW. Six Flags FYI. See below. Let me know if you have any questions Michelle C. Chase, P.E. Town Engineer P. 413-821-0625 F:413-621-0631 Agawam Engineering Division' 1000 Suffield Street Agawam, MA 01001 www:aeawam.ma as Please consider the environment before printing this email From: Michelle Chase Sent: Wednesday, August 17, 2016 11:39 AM To: <Pamela Kerr; Marc Strange Cc: Vladimir Caceres Subject: Six Flags Pam and Marc, We are very busy over here at the moment, but I just got off the phone with John Furman of VHB regarding the 6'flags projects. The Looney Tunes bathroom project is pretty straightforward and we recommend approval by the Planning Board. We didn't get a copy of the site/drainage plans for the new coaster here in Engineering (we still only have the team meeting plans). Anyway, John and I discussed at length the proposal which will be changing a bit from the submitted plans. I have full confidence that VHB will be able to prepare a set of revised plans that will meet the DPW's stormwater permit regulations. Engineering will work with VHB to complete these plans and confirm that all of Agawam's, stormwater regulations are met. Therefore, engineering recommends a conditional approval of the new coaster plans. A final set of plans will be made available once complete. Please do not hesitate to contact me if you have any questions. Michelle C. Chase, P.E. Town Engineer P: 413=821-0625 F: 413-821-0631 Agawam - Engineering Division 1000Suffield Street Agawam, MA wool www:agawam;ma:Us Please consider the environment before printing this email 1 Department of Public Works 1000 Suffield Street Tel (413) 8210600 Christopher J. Golba MEMORANDUM To: Planning Board CC File From: Engineering Division Date: August 17, 2016' Subject: Site Plan — Six ;Flags New England — 4-D Coaster Agawam, MA 01001 Fax (413) 8210631 Superintendent Per your request, we have reviewed the Site Plan entitled Six Flags New England— 4-1) Coaster, Agawam, MA Prepared for: Six Flags ;New England, 1623 Main Street, Agawam, MA; Prepared by: Vanasse Hangen Brustlin, Inc, One Federal Street, Building 103-3N, Springfield, MA; Scale: 1" = 30' Dated: August 4, 2016," and we have the following comment: 1. On Wednesday, August 17 2016Mr. John J. Furman, P.E. from VHB and Engineering Department discussed the issues regarding this site plan; VHB is working on some changes to the stormwater design. It was agreed that the Engineering will work with VHB to complete these plans and confirm that all of Agawam's stormwater regulations are met. Engineering recommends a conditional approval of the new 4-D Coaster and will make sure a final set of revised plans are =made available to the Planning Board when complete. Engineering reserves the right to make additional comments as new information is submitted. If you have any questions please <do not hesitate to contact this division. Sincerely, f Vladimir Caceres Civil Engineer 5.%SP%306 SIX :FLAGS\8-1&2D16 4D COASFF.R\memo 01,doe IT Michelle C. Chase, P.E. Town Engineer AGAVVAM FIRE DEPACTMENT 800 MAIN STREET, AGAWAM, MA KOM TELEPHONE (413) 786-0657 FAX (413) 786-1241 ALAN SIROIS,CHIEF -OF DEPARTMENT af[Jchief@agawam.ma.us BERiNARD J. CALVI, DEPUTY CHIEF afddeputy@agawam.ma.us JACOB N. G. DUSHANE, FIRE INSPECTOR afdinsp@agawam.ma.us FRANK MATUSZCZAK, TRAINING OFFICER afdtraining@agawam.ma.us August 9 2016 Plan Review For: Six Flags New England 1623 Main Street Agawam, Ma.01001 Dated August 4, 2016 Prepared by VHB Planning Board Members; I have reviewed the plan submitted before you for the 4D Coaster. I have attended the team meeting on this plan and they have addressed any issues with this project may have had. Therefor: I have no concerns about this project and it has fire department approval. If there are any questions please contact this office. Fire prevention is everyone's responsibility. Jacob N.G. Dushane Fire Inspector afdinsp�rco,agawam.ma.us (41.3) 786-0657 EXT 8883 0 LI I EMMME • r 36 Main Street Agawam, Massachusetts 01001-1801 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO, Eng. Dept., Police Dept., Fire Dept., ADA Committee FROM: Planning Board SUBJECT: Site Plan - Six Flags New England — 4-D Coaster DATE: August'8, 2016 Please review and comment on the attached Site Plan for Six Flags New England prior to the Board's August 18t' meeting. Thank you. prk M August 4, 2016 Vhb Ref: 13630.00 Eric Wright, Building Official Town of Agawam 1000 Suffield Street Agawam, MA 01001 Re: Application for Site Plan Approval, Six Flags New England, 4-D Coaster Dear Mr. Wright; On behalf of our client, Six Flags New England, VHB submits for your review and use the following information as required by municipal regulation'. • (10)-copies of Planning Board Form D, including project narrative and Abutters List • (10)-sets of 24x36 and (I) -set of 11x17 project plans prepared by VHB, including site layout plan, grading and utility plan, site details and existing conditions plans, as well as amusement ride, drainages prepared' by the ride designer. • (2)-copies of a Stormwater Management Memo prepared by VHb, and (2)-copies of Agawam Stormwater Discharge permit plus Application Check for $200 Our client proposes to redevelop a portionofthe property located at 1623 Main Street;; Agawam, MA. The redevelopment area is located in the southern portion of the existing park. This area was previously developed as a Family raft Ride through the Town of Agawam, which is being removed to accommodate the new ride. The project involves the removal of the existing ride, removal of existing utilities and drainage system, installation of new ride foundations and ride structure, and installation of new utilities and stormwater collection system,As. discussed with the City Engineer and consistent with previous filings, the project area is modeled for stormwater by comparing existing and proposed pervious/impervious surfaces, The detention basin work proposed is intended to match the volume of the basins previous provided. And removed as partof this project. The proposed ride is 229 feet long and 118-feet high. Since the ride is located outside of the 250-foot setback buffer established by Zoning Section 180-49A, butter notification of the Planning Board meeting will be sent out in advance of the meeting. None of the work proposed for this project falls within resource areas regulated by the Massachusetts Wetland Protection Act and the Massachusetts Rivers Act. AS such, a filing with the Agawam Conservation Commission is not intended. RECEIVED AUu 0 5 20IG AGAWAM PLANNING' BIOARD Engineers i Scientlsts I Planners l oesigners One Federal Street Building 103-3N Springfield, Massachusetts 01105 P 413 747,7113 F 413.747.0916 0 . 9 Project No. 13630.00 Page 2 We trust this information will be sufficient for your use and review. We ask that this project be scheduled for presentation at the next available Planning Board meeting, which we understand to be August 28. Please do not hesitate to call should you have questions or need additional information. Sincerely, l r John J. Furman, P.E. Managing Director, Springfield jfurman@vhb.com CC: Six Flags New England Michele Chase, PE. Agawam Engineering TOWN OF AGAWAM, MASSACHUSETTS Application for Site Plan Approval Please complete the following form and return it and ten (10) copies of the Site Plan to.. Agawam Inspection Services 1000 Suffield Street Agawam, MA 01001 August 1, 1. Name of Business Six Fla-s New England Address 1623 Main Street, Agiw_am, MA 01001 Phone# (413) 786-9300 Fax 4 2. Name of Applicant/owner Six Flags New England Address 1623 Main Street, Agawam, MA 01101 Phone # (413) 786-9300 Fax 9 3. Name of Engineer/Architect VHB, Inc. 2016 email jbissonn@sftp.com email ibissonn@sftp.com Address One Federal Street, Building 103-3N, Springfield, MA 01105 Phone 4 (413) 747-7113 Fax # 4. Please give a,brief description of the proposed project: See attached Project Narrative email; jfurman@vhb.com Six Flags New England Description of Proposed. Project in connection with Application for Site Plan Approval New Amusement Ride 4-D Coaster Six Flags New England ("Six Flags") is submitting an Application to the Town of Agawam for Site Plan Approval issued by the Agawam Planning Board. The Applicant is requesting permission to modify a previously developed area to construct in its place a new amusement attraction, currently known as the'"$-D Coaster". The project site area is currently hone to an existing water ride, permitted through the Town of Agawam as the "Family Raft Ride". The Applicant is requesting permission to'perform the following general work within the boundary of its parcel on 1623 Main Street: • Dis-assemble the existing water ride superstructure, and demolish permanent ride features, such as concrete water tanks and pavement areas. • Remove existing drainage -system -components, consisting of piping and detention basins. •- install a new ride within this rredeveloped area. • Construction with new queue -lines and loading/unloading platform. • Modification of existing electrical, communication systems, and drainage to existing system. • Restoration of disturbed areas. New Ride Redevelopment Area The area identified for the new ride was previously developed, The footprint of the ;proposed ride matches the footprint of the existing ride, resulting in a narrow project area. Access to this new ride will include a queuing area catering to general rides, Flash -Pass Riders, and riders needing assistance under ADA, A resting area complying with the distance requirements of ADA has been incorporated into the project. Queue lines will help to organize riders to easy loading and unloading. Under this project, utility work is anticipated to include communications and power supply installations. All work proposed for this installation is located outside of resource areas regulated by the Massachusetts Wetland Protection Act and the Massachusetts Rivers Act. As such, we are not intending to seek approval from the Agawam Conservation Commission. The ride is located outside of the buffer line established under Section 180-49A, which is 250-feet from the nearest property line or sideline. Accordingly; abutter notification of the planning board meeting will be provided once a meeting date, time and location is provided by the town. Other permits required for this project include a Stormwater Permit from Agawam Engineering Department, which is included with this filing. K412 COMMONWEALTH OF MASS ONE ASHBURTON PL- BOSTON, MA 02109 K5 2 25 CHIARO JOANN K 43 RIVER RD AGAWAM, MA 01001 L4 1 10 WOODSIDE REALTY LLC 645 BELMONT AV SPRINGFIELD, MA 01108 K4 2 1 NORTHEASTERN PROPERTIES INC 1379 MAIN ST AGAWAM, MA;O1001 K4 3 '7` THE'LAWRENCE A CHAREST FAMILY TRUST 989 NORTH WESTFIELD ST FEEDING HILLS, MA 01030 K4 3 8 THE 157-163 RIVIERA DRIVE REALTY TR 439 MAIN ST AGAWAM, MA 01001-1832 L42 3' RIVIERA APARTMENTS LLC 66 INDUSTRY AV SPRINGFIELD, MA 01104-3219 K4,'310 SILVA JOSE C 92 CRICKET RD FEEDING HILLS, MA 01030 K4 3 11 DESIMONE JR ROBERT A 129 TOBACCO FARM RD FEEDING HILLS, MA 01030 K5,2- 9 CAROLEO DANIEL R CIO INDEPENDENT FENCE & AGAWAM, MA 01001-0263 K4 2'7 THE POINT OF VIEW TRUST 8 SEYMOUR AV AGAWAM, MA 01001-2708 K428 THE POINT OF VIEW TRUST 8 SEYMOUR AV AGAWAM, MA 01001-2708 K4 1 10 IARRUSO NAZZARO 1380 MAIN ST AGAWAM, MA 01001-2572 K5,2 10 CAROLEO DAVID F CIO INDEPENDENT FENCE & AGAWAM, MA 01001-0263 K426 THE POINT OF VIEW TRUST 8 SEYMOUR AV AGAWAM, MA_01001-2708 K4 2 4 . SALTMAN WILLIAM A 55 JUCKETT HILL RD BELCHERTOWN, MA 01007- L4 1 11 GRIMALDI JOHN A 102 LEE ST EAST LONGMEADOW, MA L4 1 12X K4 3 6 SIX FLAGS NEW ENGLAND PO BOX 543185 DALLAS, TX 75354-3185 K4 2 2 AGAWAM CAR CARE INC I RIVER RD AGAWAM, MA 01001 K4 3 1 SIX FLAGS NEW ENGLAND PO BOX 543185 DALLAS, TX 75354-3185 K4 18 DONNER;SHELLIE M 1410 MAIN ST AGAWAM, MA 01001 K435 PALEOLOGOPOULOS' PAUL L/T 1411 MAIN ST AGAWAM, MA 01001-2509 K4 3 9 PAPADOULIAS NICHOLAS'L/T 222 DWIGHT RD SPRINGFIELD, MA 01108 K4 19 FIVE C REALTY LLC 1408 MAIN ST AGAWAM, MA O1001 K432 PALEOLOGOPOULOS PAUL V UT 1411 MAIN ST AGAWAM, MA 01001-2509 K417 V RAYONIA RENU 132 GLENDALE RD AGAWAM, MA 01001 K433 K434 K331 PATINO CLIFFORD W WEINER MATTHEW M SIX FLAGS NEW ENGLAND 1419 MAIN ST 374"MAIN -ST PO BOX 543185 AGAWAM, MA 01001-2509 WEST SPRINGFIELD, MA 01089 DALLAS, TX 75354-3'185 The information depicted on this map is for planning purposes only. It is not adequate> for legal boundary definition, regulatory interpretation, or parcel -level analyses. 8/1/2016 10:52:29 AM q - 110128 1 "=844' Pamela Kerr From: Pamela Kerr Sent: Friday, March 3, 2017 8:42 AM To: 'Furman, John' Subject: FW: Site Plan — Six Flags New England — 4-D Coaster Attachments: Memo 3.pdf FYI, Pam From: Amanda"Boissonneault Sent: Friday, March 3 2017 8 39 AM To: Pamela Kerr Subject: FW: Site Plan— Six Flags New England — 4-1) Coaster From: Vladimir Caceres Sent: Thursday, March 02, 2017 4:11 PM To: Amanda Boissonneault Cc: Marc Strange Subject: Site Plan — Six Flags New England — 4-D Coaster Hello! See attached memo regarding 4-D Coaster at Six Flags New England. Sincerely, Vladimir Caceres Civil Engineer Town of Agawam Engineering Division 1000 Suffield Street Agawam, MA 01001 Voice: 413-726-2805 Fax: 413-821.0631 Email: vcaceres@agawam;ma.us 1 4 i►a', VA One Federal Street Bldg.103-3N Springfield, MA,01105-1121 Telephone (413) 747-7113 Fax (413) 747-0916' www.vhb.com To: Marc Strange, Planning Director Agawam Town Hail 36_Main Street Agawam, MA 01001 We are sending you: ❑ Shop drawings n Other 0 Attached TRANSMITTAL Date: 8/30/3016 VHB project No.: 13630.00 Re: Six Flags New England — 4D Coaster :' 'Y BOARD ❑ Under Separate cover via Regular Mail the following items: ❑ Prints Z Plans ❑ DVDs ❑ Specifications ❑ Copy of letter ❑ ChgOd Copies Date No. Description 1 29-Aug-2016 Updated Site Plans for 4-D Coaster Six Flags New England 1 i 1 These are transmitted as checked below: ❑ For approval ❑ E For your use ❑ ❑ As requested ❑ ❑ For review and comment ❑ ❑ Returned prints on loan to VHB REMARKS Approved as submitted ❑ Resubmit Approved as noted ❑ Submit Return for corrections ❑ Return For bids due Copies for approval Copies for distribution Corrected prints VHB agrees to provide materials to the Client stored electronically. The Client recognizes that data, plans, specifications, reports, documents, or other information recorded on or transmitted as electronic media, including, but not limit to, CADD Documents (together, Documents") are subject to undetectable alteration, either intentional or unintentional, due to, among other causes, transmission, conversion, media degradation; software error, or human alteration. Accordingly, the Electronic Documents are provided to the Client for informational purposes only and not as an end product. VHB makes no warranties, either express orimplied, regarding the fitness or suitability of the Electronic Documents: The Electronic Documents are instruments of professional service, and shall not be used, in whole or in part, for any project other than thatfor which they were created, withoyt the express written consent of VHB and without suitable compensationto VHB_ Accordingiy, the Client agrees to waive any and all claims against VHB resulting in anyway from the unauthorized alternation, misuse or reuse of the Electronic Documents, and to defend, indemnify, and hold VHB harmless for any claims; losses, damages, or costs, including attorneys fees, arising out of the alteration, misuse or reuse of any; Electronic` Documents, Copy to: _ By: John J. Furman, PE Managing Director -Springfield To: Six Flags New England August 29, 2016 1623 Main Street Agawam, MA 01001 Project #: 1363000 re t From: John J. Furman, P.E. Re: Stormwater Management Memoral�lGr hb Jillian B. Carty, P.E. Six Flags New England Vhb, Inc. 4-D Coaster 1 Federal St., Bldg 103-3N Springfield, MA 01105 Introduction• Vhb, Inc. has prepared this-Stormwater Management Memorandum to outline the proposed modifications for the previously developed project area located in the southern section of the Six Flags New England property at 1623 Main Street, Agawam, Massachusetts (identified herein as the "Site"). The Site is shown in Figure 1. This memorandum will provide acomparison between; existing and proposed conditions, and provide a summary of a hydrological model created for this redevelopment project. This proposed redevelopment includes the demolition of an existing ride known as the "Family Raft Ride", including demolition of ride features, drainage components, and detention basins. The proposed development is the installation of a new ride known as the "4-D Coaster", including construction of new queue lines, loading/unloading platform, modification to existing utilities, and restoration of disturbed areas. The Site is not located within a Zone II Wellhead Protection District. The site is not located within any areas which are regulated by the Massachusetts Wetland Protection Act or Massachusetts Rivers Act. The existing "Family Raft Ride" contained stormwater detention basins below the ride. The new "4-D Coaster" will include stormwater detention basins surrounding' the ride which will reduce the peak flow of stormwater more than the existing basins. Furthermore,; the new "4-0 Coaster" will result in;a 880 sf decrease in impervious surfaces. In both the existing and proposed conditions the basins will connect to the existing drainage system that ultimately discharges to the Connecticut River. A HydroCAD model, ;usingTR-20 methodology, was developed to; evaluate the existing and proposed detention basin capacities on the Site. The results of the analysesindicate that: there is a further reduction in peak stormwater flow after the redevelopment of this area. RECEIVED AUG ' 3 0 2016 ,` GAIVY- t i One Federal Street PLANNING BOARD Building 103-3N 1 Engineers l Scientists I Planners i Designers Springfield, Massachusetts 01105 P 413,747,7113 F <413.747.0916 k\masprdat M roj \13 30. ports\Stormwater M mo\Fi ore S - Site Location Map,dwg eu S • � s f ! x a �r a • tlF c A d t ¢ ago � 3 y 4 yyyYy+ S6u R}}.. ah d w ryw w �µ Otth ilet i t Z'N."'4+ w SS il} r 4 a TS Figure 1 August 1, 2016 Site Locationa N.T.S. Six Flags New England 4-D Coaster Agana,, A J I Existing Conditions: 1 Summary The; existing Site area is approximately 45,340 sf and consists of the existing raft ride, pavement area, walkways, grass, and two detention basins (one of which is under the existing elevated raft ride). Stormwater flows into the existing basin under the ride area. This basin connects to the existing drainage system which ultimately discharges to the Connecticut River. The project is not located within the 100-year flood plain as shown on the attached,FEMA Flood Insurance Rate Map, Hampden County, Massachusetts (All Jurisdictions), Map Number 2501330002A, dated Feb 3, 1978, MRCS<Soil Survey indicates soils on the entire Site are categorized as soil type 300B, Montauk fine sandy loam, 3 to 8 percent slopes (shown in attachment). Hydrologic Information The,45,340 sf area consists; of four drainage areas consisting of pavement, existing ride, and detention basins (See Figure-2). Stormwater flows to the existing basins which connects to the existing park drainage system. Drainage Area 10 This 37,660 sf area consists of the existing ride, detentions basins, walkways and pavement and is 27% impervious. Stormwater flows to the existing detentions: basins which connects to the existing park drainage system. This drainage system contributes to Design Point x1000. Drainage Area 20: This 4,240 sf area consists of pavement area and is 100% impervious. Stormwater flows to the existing park drainage system contributing to Design Point x1000. Drainage Area 30: This 3,210 sf area consists of pavement area and is 100%impervious. Stormwater flows to the existing park drainage system contributing to design Point x1000. Drainage Area 40: This 230 sf area consist of the decking to the existing water ride and is 100% impervious. Stormwater flows to the existing park drainage system contributing to Design Point x1000. Table 1 summarizes the key hydrologic parameters for the drainage area used in the existing conditions analyses. 1 I z - � 0 Q Y LDS -. Ef7 � t71 � � a a � Q w ~ c w� z L O 4 p w LA 4 a v a a Q Z z O1 o z c� z ¢ LDS C: ma � 0 C C e W 0 em V Z *' a5 0 i R Y. ch x to ii VI d Q ��r � � y � �,q � �� r, ,R .,�� ;� y,�,v.. �i' EJ C) .'<•.. �ff--1..�� t �-�"•^"yyyr l "v' y — ..' `�.�*, �r ,�„�-::_. �-�-•".t.�...,,, ,. � - --.,.,.ems �� s��ar.-� t+ -�� o 0- 4 y � Eat: ,f, ,`�'.» � � :�;., „� k T1�== •` •s; J - _ �"c '•7. �y�i �� ,�'� Y1 }' s' r - -_ - Y h : aax+r.- ��._ a _w,,:..t.c,.•.--•..,�,...h,. '�. 4�`a � i j ��. .yi t r g L f\ i � i ,- s !�^ s! � �t1 � 41 C � �, i n , sa r .p,fLS1 ��`tw, i a�t;ar1 qqo I � S{. ��s• �. !J sir Y t \. .. �:. � � �.� � �" c. j ` � ,� � a fi� � � x �� ,®r�'^ ry � x t� i.:,�` _�. c�� ` f •rr�, �-tc � erg- � .� -�. ,�,'`� l`C'°a a • ___._ 4 -'\ ,��'..''`"y t,\1.'"'z";h ¢,Xc, �� sina '�? e,i • - �'�- ,f. , .:r—.�` } i. g �. j \ �' � _ v M�. �t r,� Til .. q i' F. ( r 1 �• s t 3 1 � � ( c— � � z I y. t r --c •:i �- Y� �`____^•_ ' �'"� : u9Ir L ':i :. .j5 ai wowo 4 r r• gar �/ f� t 'J ��/ a r r R� X., bA -x w < 9 tl I ,L hh .M r L I ! 1 i �S -- •• 1 s '-.,�� '' c ��.#� ` �,^ � � �.f. ), � Iy,` k4� To- • ` �\ t�__.__.-1�°� vr� °� � �,,r_y.. ``ti � E w may. a'� ', tG ", 1 4 {{ '-� r •'ZV s ct Ij'l J<�f. ^"''`'o�,'�2��,5,. ` ,Z''1�.� c, ,T` i ,--"-` - ,� J r•_s �,gnu`, t �'w3� 04 1:. A nj !. '� t ( ✓`k ! k r• , r tt 4�Vim rff� • �' !S ". 'rW _ �� r, .r_.-.--......._ � �4 �..t+ � f " $ �j�l U, �" � r � fJ fi l r �.C' x e a: � � it � Y •.� al. - -:./ II i� u�.. ` if, .a Sp _ f S .. .�� Ii �yy; a [�� !� r. �� w�°< � .;:.: ',, � �� {}.�� .ti ..•'+� 1 ;1111 � f {y f�'.�' r'. ,III �:1s $ ti .. 3� 4s: � �`�. 11 �. r�4 .�� S � / �y �-9"� 4 _, _ P :e {t�'4- '. �.. -' ``. .`_ j _l ��..If f��; s Iy 5 +� � �✓ ri 1� In 1� Table 1 Existing Conditions Hydrologic Data Time c f Description Design Area Curve Concentration (Drainage Area #) Discharge Location Point (sf) Number (min) 10 EX 30" CM X1000 37,660 80 6.0 20 EX30"CMP X1000 4,240 98 6.0 30 EX 30" CMP X1000 3,210 98 6.0 40 EX 30" CMP X1000 230 98 6.0 Proposed Conditions: Summary The proposed Site area is approximately 45,340 sf and consists of thenew4-D coaster ride,,a maintenance building and control building, walkways / queue lines, grass, and five detention basins (one of which is under the proposed' elevated ride). Stormwater flows into the proposed basins which connect to the existing drainage system which ultimately discharges to the Connecticut River. Hydrologic Information The 45,340 sf area consists of six drainage areas consisting of the proposed ride, buildings, walkways / queue lines, grass, and detention basins (See Figure 3). Stormwater flows to the proposed basins which' connects to the existing park drainage system. Drainage Area 100 This 7325 sf area consists of the proposed maintenance building. Stormwater flows through roof drains to detention basin 1 which continues on to the existing drainage system contributing to Design Point x1000. Drainage Area 200: This 5,625 sf area consists of the proposed entrance and queue line area. Stormwater flows to a catch basin to a proposed new drainage system which continues on to the existing drainage system contributing to Design Point x1000. Drainage Area 3Q0= This 1,680 sf area consists of a portion of the queue line and detention basin 1, Stormwater flows to detention basin 5 which continues onto the existing drainage system contributing to Design Point x1000. P Drainage_Aroa 400: This 2,220 sf area consists of a portion of the exit walkway and detention basin 2. Stormwater flows to detention basin 2 which continues on to the existing drainage system contributing to Design Point x1000. Drainage Area 5 This 12,835 sf area consists of the new ride, walkways, grass area, and detention basin 4 (located under the proposed ride). Stormwater flows to detention basin 4 which continues onto the existing drainage system contributing to Design Point x1000. r Drainage Area 600 This 15,63S sf area consists of the new ride, master control building, walkways, grass area, and detention basin 3. Stormwater flows to detention basin 3 which continues on to the existing drainage system contributing to Design Point x1000. Table 2 summarizes the key hydrologic parameters for the drainage areas used in the proposed conditions analyses. I Table 2 Proposed Conditions Hydrologic Data Time c f Description Design Area Curve Concentration (Drainage Area #) Discharge Location Point (sf) Number (min) ^ 100 E( 30" CMP x1000 7325 90 60 200 EX 30" CMP x1000 5,625 89 6.0 300 EX 30" CMP x1000 11680 82 60 400 EX 30" CMP x1000 2,240 80 60 500 EX 30" CMP x1000 12,835 81 6.0 600 EX 30" CMP x1000 15,635 79 60 Hydrologic Analysis The rainfall -runoff response of the Site under existing and proposed conditions was evaluated for storm events with recurrence intervals of 2, 10, and 100-years. Rainfall volumes used for this analysis were based on the Natural Resources Conservation Service (NRCS) Type III, 24-hour storm 'event for Hampden County,- they were 3, 46, and 6.5 inches, respectively. Runoff coefficients for the pre- and post -development z r E3 z Z rn O u:t Q. W W_ z. a C a a a' w +� m v w EL 0 Z ¢a z o z C' to z J ®� w R o p V) O O N C y uj uUt °; 0 Z J CLL. V X m EEEEE� 4 :77 r : • 511 �y - - r : fib s. I i • j uc - �.. ' : I t i /' a y i ✓ .- ' �! u _ r .' .F f r� 'mow, j a _Icy y - IN wy: a✓' o 1 f A r Wpm CD LO k € Y L lr CD CD axwo Z ✓A l �r q. n� , -1'i+ �� l' 3 k'a✓, 5 F �`, r. s4 4 e c i p 1 1 ht v �.� s 4� t v •.- Jj f! l •tY i W1 a ## , P ✓ 3E35 i { 3 ,ram _ ;;;Lfa,S,.;---,✓-- {�,i i �.•__'�tirf ' S 7 r t .:1 ` ' i `.r -1 i, S'�� + � t� - l�" � r t � J��' 3'\ �.� It �mc7 '''_x" s €�i r 4,• 1 ';S5� tiG -�: _ r j h c a sG .a60�v y i S sJ V ttyy 4 y ✓ {t 4 <a <. J 4t 3 /i `� i`Cr'--iE / i 5 J 1' ia• `may � 7. 7 .(" �' a': ✓ -ram _ .��,w I ;; r _ ...�"'. t "°� •`��?' Ala � � �.�: 4 ,_'• � � , _ _ � r t r In-' I'< J rconditions, as previously shown.in Table 1 and Table 2 respectively,were determined using NRCS Technical Release 55:(TR-55) methodology as provided in HydroCAD. Drainage areas used in the analyses were described in previous; sections and shown on Figures 2 and 3. The HydroCAD model is based on the NRCS Technical Release 20(TR-20) Model for Project Formulation Hydrology.; Detailed printouts of the HydroCAD analyses are attached. Table 3 presents a summary of the; existing and proposed conditions, peak discharge rates. Table 3 Peak Discharge Rates (cfs*) Design Pointx1000 2-year 10-year 100-year Existing Proposed * Expressed in cubic feet per second 0.46 0.71 1:01 0.34 0.51 0,65 Conclusion- ' This project includes the redevelopment of an area of SFNE for a new 4-D coaster ride. The results of the analyses indicate there is a decrease in stormwater runoff as a result of this redevelopment. This is achieved through the construction of new detention basins with a controlled outlet which attenuates the peak flow rate to under pre -development conditions, in addition to a reduction in impervious surface in the project area. Because the park is close in winter months, water quality is unaffected by winter sands and salts. The park inmanuallycleaned on a daily basis. Stormwater Management RegWations The purpose of the stormwater Management Plan (the Plan) is to provide long-term protection of natural resources in and around the Site. This is achieved by implementing water quality and quantity control measures designed to decrease the amount of pollutants discharged from the Site, increase the quantity of stormwater recharged on the Site, and control discharge rates. The following sections describe the regulations pertinent to stormwater management and the specific components of the Plan to be implemented. 0 Stormwater Regulations and Permitting The following stormwater related regulations and guidelines apply to the proposed site development: Massachusetts State Stormwater Management Regulations and Performance Standards included in the Stormwater Handbook, (Department of Environmental Protection February2008). Environmental Protection Agency (EPA) National Pollutant Discharge Elimination System (NPDES) Stormwater Permit for Construction Activities disturbing greater than one acre (EPA, Federal Register, December `8,1999:and amendments). Compliance with these regulations is described in the following sections. 1 Stormwater Management Standards and Guidelines The methods for compliance with the ten stormwater performance standards developed by the MA pEP are summarized below. 1. No new stormwater conveyances may discharge untreated stormwater directly to or cause erosion in wetlands or waters of the Commonwealth. There are no wetlands located on site. Under existing conditions, storm water outlets to the existing drainage system which includes detention basins, deep sump basins, and forebays. This project connects to the existing park system. 2. Stormwater management systems shall be designed so that post -development peak discharge rates do not exceed pre -development peak discharge rates. This Standard may be waived for discharges to land subject to coastal storm flowage as defined in 310 CMR 10.04. Peak post -development discharge rates do not exceed pre -development discharge rates for the 2-, 10-, and 100=year storm events for the overall site. `i 3. Loss of annual recharge to ground water shall be eliminated or minimized through the use of infiltration measures including environmentally sensitive site design, tow impact development techniques, stormwater best management practices, and good operation and maintenance. At minimum, the annual recharge from the post -development site shall approximate the annual recharge from pre -development conditions based on soil type. This Standard is met when the stormwater management system is designed to infiltrate the required recharge volume as determined in accordance with the Massachusetts stormwater Handbook. Some infiltration will occur within the proposed basins. The stormwater management system will discharge less due to ,a controlled outlet and a decrease in impervious; area. 4. For land uses with higher potential pollutant loads, source control and pollution prevention shall be implemented in accordance with the Massachusetts Stormwater Handbook to eliminate or reduce the discharge ofstorm water runoff from such land uses to the maximum extent practicable. If through source control and/or pollution prevention all land uses with higher potential pollutant loads cannot be completely protected from exposure to rain, snow, snow melt and stormwater runoff, the proponent shall use the specific structural stormwater BMPs determined by the Department to be suitable for such uses as provided in the Massachusetts Stormwater Handbook Stormwater discharges from land uses with higher potential: pollutant toads shall also comply with the requirements of the Massachusetts Clean Waters Act, M.G.L c 21, §§ 26-S3 and the regulations promulgated thereunder at 314 CMR 3.00-314 CMR 4.00 and 314 CMR 5.00. The site is not considered a LUHPPL w 5. Stormwater discharges within the Zone R or Interim Wellhead Protection Area of a public water suppty and stormwater dischargesnearor to any other critical area require the use of the specific sourcecontroland pollution prevention measures and the specific structural stormwater best management practices determined by the Deportment to be suitable for managing ,discharges to such areas as provided in the Ll 1 Massachusetts Stormwater Handbook. A discharge is near a critical area, if there is astrong likelihood of a significant impact occurring to said area, taking into account site -specific factors. Stormwater discharges to Outstanding Resource Waters and Special Resource Waters shall be removed and set back from the receiving water or wetland and receive the highest and best practical method of treatment A "storm water discharge" as defined in 314 CMR 3.04(2) (a) 3 or (b) to on Outstanding Resource Water or, Special Resource Water shall comply with 314 CMR 3.00 and 314 CMR 4,00 Stormwater discharges to a Zone f or Zone Aare prohibited unless essential to the operation of a public water supply. This site is not located within any Critical Areas. 6. A redevelopment project is required to meet the following Stormwoter Management: Standards only to the maximum extent practicable: Standard 2, Standard 3, and the pretreatment and structural best management practice requirements of Standards 4, 5, and 6. Existing stormwater discharges shall comply with Standard 1 only to the maximum extent practicable. A redevelopment project shall also comply with all other requirements of the Stormwater Management Standards and improve existing conditions. The site is considered a redevelopment. There is a reduction in impervious area between existing and proposed conditions. The site has been designed to improve Water Quality from the existing pavement areas and comply with the standards for the redevelopment. Because the site impervious area is less thanexisting, infiltration is not required under the policy. 7. A plan to control construction related impacts including erosion, sedimentation and other pollutant sources during construction and land disturbance activities (construction period erosion, sedimentation, and pollution prevention plan) shall be developed and implemented: Silt sacks are to be installed on existing catch basins during construction. An erosion control barrier will also be installed during construction. 8. A long-term operation and maintenance pion shall be developed and implemented to ensure that stormwater management; systems function as designed Recommended practices for operating and maintaining long term storm water BMPs is included. A recommended checklist for maintenance inspections and follow up is also included. 9. Alt illicit discharges to the stormwater management system are prohibited. The Long -Term Pollution Prevention Plan includes measures to prevent illicit discharges. The project as designed does not include any illicit discharges to the Storm Water Management System. Federal NPDES Construction -Related General Stormwater Permits The proposed project will result in the disturbance of more than one acre of land and thus will require the preparation and implementation of a Stormwater Pollution Prevention Plan (SWPPP), The contractor will be responsible for preparations and implementation of this document. Long Term Stormwater Operation and Maintenance Measures Pavement Systems The following maintenance program is proposed to ensure the continued effectiveness of the structural water quality controls previously described. > Inspect stormwater detention basins once annually, in'the spring, for cracking or erosion of side slopes, embankments, and accumulated sediment. Necessary sediment removal, earth repair, and/or reseeding will be performed immediately upon identification. > Inspect sediment traps for erosion of side stapes and accumulated sediment. Necessary sediment removal, earth repair and/or reseeding shall be performed immediately upon identification. Clean`traps/ forebays approximately four times' per year or as needed. > Clean all catch basins annually to remove accumulated sand, sediment, and floatable products or as needed based on use. > Daily pick up and remove litter from the parking areas, islands and perimeter landscape areas. I > Routinely inspect all dumpster and compactor locations for spills. Remove all trash litter from the enclosure and dispose of properly. Asphalt Pavement > Check park impervious, areas frequently for spillage and/or pavement staining and clean as necessary. Structural Stormwater Management Devices Catch Basins > All catch basins within the project area shall be inspected at least once per year. > Sediment (if more than six inches deep) and/or floatable pollutants shall be pumped from the basin and disposed of at an approved offsite facility in accordance with all applicable regulations.; > Any structural damage or other indication of malfunction will be reported to the site manager and repaired as necessary > During warmer periods, the catch basin grates must be kept free of leaves, litter, sand, and debris. U 11 Stormwater Outfalls > Inspect outfall locations yearly to ensure proper functioning and correct any areas that have settled or experienced washouts. > Annual inspections should be supplemented after large storms, when washouts may occur. > Maintain vegetation around outfalls to prevent blockages at the outfall. > Maintain rip rap pad below each outfall and replace any washouts. > Remove and dispose of any trash or debris at the outfall. Vegetated Stormwater Management Devices r Extended Detention Basin s Long -Term Maintenance > The grass on the side slopes should be mowed, and grass clippings, organic matter, and accumulated trash and debris removed, at least twice during the growing season. > Eroded or barren spots should be reseeded immediately; after inspection to prevent additional erosion and accumulation of sediment. > Sediment should be removed from the basin as necessary. Removal procedures should not take place until the floor of the basin is thoroughly dry:, ® Inspections and Cleaning > Detention basins should be inspected at least twice a year to ensure proper stabilization and function. > Light equipment, which will not compact the underlying soil, should be used to remove the top layer. Vegetated Areas Maintenance Although not a structural component of the drainage system, the maintenance; of vegetated areas may affect the functioning of stormwater management practices. This includes the health/density of vegetative cover and activities such as the application and disposal of lawn and garden care products, disposal of leaves and yard trimmings. > Inspect planted areas on a semi-annual basis and remove any litter. > Maintain planted areas adjacent to pavement to prevent soil washout. > Re -seed bare areas; install appropriate erosion control measures when -native soil is exposed or erosion channels are forming., > Plant alternative mixture of grass species in the event of unsuccessful establishment. > Pesticide/Herbicide Usage — No pesticides are to be used unless a single spot treatment is required for a specific control application. H > Fertilizer usage should be avoided. If deemed necessary, slow release fertilizer should be used. Fertilizer may be used to begin the establishment of vegetation in bare or damaged areas, but should not be applied on a,regular basis unless necessary. Erosion and Sedimentation Control Measures The following erosion and sedimentation controls are for use during the earthwork and construction phases of the project. The following controls are provided as recommendations for the site contractor. ' Straw Bale Barriers Hay bale barriers will be placed to trap sediment transported by runoff before it reaches the drainage system or leaves the construction site. Bales will be set at least four inches into the existing ground to minimize undercutting by runoff. Silt Fencing In areas where high runoff velocities or high sediment loads are expected, hay bale barriers will be backed up with silt fencing. This semi -permeable; barrier made of a synthetic porous fabric will provide additional protection. The silt fences and hay bale barrier will be replaced as determined by periodic field inspections. Catch Basin Protection I Newly constructed and existing catch basins will be protected with hay bale barriers. (where appropriate) or silt sacks throughout construction. I Gravel and Construction Entrance/Exit A temporary crushed -stone construction entrance/exit will be constructed. A cross slope will be placed in the entrance to direct runoff to a protected catch basin inlet or settling area. If deemed necessary after construction begins, a wash pad may be included to wash off vehicle wheels before leaving the project site. Maintenance > The contractor or subcontractor will be responsible for implementing each control shown on the Plan. In accordance with EPA regulations, the contractor must sign a copy of a certification to verify that a plan has been prepared and that permit regulations are understood. i r� ' > The on -site contractor will inspect all sediment and erosion control structures periodically and after each rainfall event. Records of the inspections will be prepared and maintained on -site by the contractor. > Silt shall be removed from behind barriers if greater than 6-inches deep or as needed. > Damaged or deteriorated items will be repaired immediately after identification. > The underside of hay bales should be kept in close contact with the earth and reset as necessary. > Sediment that is collected in structures shall be disposed of properly and covered if stored on -site. > Erosion control structures shall remain in place until all disturbed earth has been securely stabilized. After removal of structures, disturbed areas shall be regraded and stabilized as necessary. 1 11 11 11 Spill Response Procedure Initial Notification In the event of a spill the facility and/or construction managerorsupervisor will be notified immediately. Facility Manager (name) Facility Manager (phone) Construction Manager (name)' Construction Manager (phone) Jeff 'Bissonette (413)-786-9300 Assessment Initial Containment The supervisor or manager will assess the incident and initiate containment control measures with the appropriate spill containment equipment included in the spill kit kept on -site. The supervisor will first contact the Fire Department and then notify the Police Department, Board of Health and Conservation Commission. The fire department isultimately responsible for matters of public health and safety and should be notified immediately. Fire Department Phone: 911 (Emergency) (413)-786-0657 (Non -Emergency) Police Department: 911(Emergency) (413)-786-4767 Board of Health Phone: 413-786-0400 x 8721 Conservation Commission Phone: 413-786-0400 x 8738 Further Notification Based on the assessment from the Fire Chief, additional notification to a cleanup contractor may be made. The Massachusetts Department of Environmental Protection (DEP) and the EPA may be notified depending upon the nature and severity of the spill. The Fire Chief will be responsiblefor determining the level of cleanup and notification required. The attached list of emergency phone numbers shall be posted in the main construction/facility office and readily accessible to all employees. 1 F Cl IHAZARDOUS WASTE / OIL SPILL REPORT' I Date _ I lTime AM /PM Exact location (Transformer #) Type of equipment Make Size S / N Weather Conditions On or near water ❑ Yes if yes, name of body of water ❑ No Type of chemical / oil spilled Amount of chemical / oil spilled Cause of spill Measures taken to contain or clean up spill Amount of chemical / oil recovered Method Material collected as a result of clean up drums containing drums containing' drums containing Location and method of debris disposal Name and address of any person, firm, or corporation suffering damages Procedures, method, and precautions instituted to prevent a similar occurrence from recurring Spill reported to General Office by Spill reported to DEP / National Response Center by DEP Date J 1 Time AM / PM NRC'Date 1 1 Time AM / PM Additional comments .Time-- _ AM/PM Inspector Inspector. EMERGENCY RESPONSE EQUIPMENT INVENTORY The following equipment and materials shall be maintained at all times and stored in a secure area for long- term emergency response need. -- SORBENT PADS 2 BAKES' -- SORBENT BOOM 100 FEET -- SAND BAGS (empty) 50 -- SEWER PIPE PLUGS -- 12 INCH DIAM. 1 SPEEDI-DRI ABSORBENT 5 40# BAGS - SQUARE END SHOVELS 1 - PICK 1` -- PRY BAR' 1 -- DRAIN COVERS 2 J2 `G , 4) E, O a a c 11 v C3 { a� z ; Q � °c a�C] c c c' c c c c c ❑ ❑ ❑ ❑ ❑ ❑ c v' cs w V m o c t .c E M CD E '= E 'c 2 0 w c� a. a� m m CL H c a v o t" m, �E E e, �. a' CUE >, 0 7, °' �, a' �, o a �^c' co �t Co W�, �Ae,�� cn ,�' uar �� W. (1) (^D � W � � ca i�cyy' „a)� cil U 0 O �L� O N' d (3) w O �. 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Q V] O V) p m m U U' 0 Ca R O e6 fb lC6 V) V) 0 VJ V7 m � a b cu A, LOD co en C) 0 N N g co 0 a R Z I Soil Map —Hampden County, Massachusetts, Central Part Map Unit Legend Hampdan County, Massachusetts, Central Part {Iu1A007) Map llmtSjliirbol *pUnitNama Adresln.ADI PorcentofAol - 300B Montauk fine sandy loam, 3 to 8 1.8 100.0% percent slopes Totals for Area of Interest 1.81 100.0% LISDA Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey Soils Map 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Page ,b, 1 1 HydroCAD Analysis: Existing Conditions 1 1 1 1 1 1 40 Drainage 1 40(6de) 70, -i'A61 � B P R1 -0 v R3 D D.h.ge A-1c. Ex OR 1 Ex:OR 2 12'.HDPE. 12' HDPE 12' PE. 12' PE 12' HDPE 80' CMP 20 �J Drelnage Area 20 Dralnagg. !Area 70 s5ubcat Reach on LIC1k Existing Conditions EX Prepared by vhb, Inc. Printed 8/30/2016 H droCADO 10.00 sln 01038 © 2013 H droCAD Software Solutions,LLC Page 2 Area Listing (all nodes) Area CN Description (sq-ft) (subeatchment-numbers) 10,180 98 Existing Impervious Area (10) 27,480 74 Existing Pervious Area (10) 7,450 98 Paved parking, HSG C (20, 30) 230 98 RIDE (40) Conditions EXExisting Prepared by Whb, Inc. Printed 8/30/2016 H droCADO 10.00 s/n 01038 © 2013 HydroCAD Software Solutions LLC Page 3 Pipe Listing (ail nodes) Line# Node In -Invert Out -Inert Length 'Slope n Diam/Width Height. Inside -Fill Number (feet) (feet) (feet) (ft/ft) (inches) (inches) (inches) 1 R1 73.50 73.30 600 0.0033 0.013 12.0 0.0 0.0 2 R2 73.20 72.60 1600 0.0038 0.013 12.0 0.0 0.0 3 R3 72.50 72.40 30.0 0.0033 0.013 12.0 0.0 0.0 4 R4 72.30 72.00 65.0 0.0046 0.013 12.0 0.0 0.0 ' 5 R5 71.90 71.50 105.0 0.0038 0.013 12.0 0.0 0.0 6 R6 71.10 70.70 105.0 0.0038 0.013 30.0 0.0 0.0 d 2-Year Storm Event - Existing k n Existing Conditions EX Type Ill 24•hr Hamp-02 Rainfall=l00" Prepared by vhb, Inc. Printed 8/30/2016 HYdroCAD®10.00 sJnOlO38 02013 HydroCAD Software _Solutions LLC Page 4 , Subcatchment 10: Drainage Area 10 Hydrograph 1 0 LL 0 1 2 3 4 5 6 m OAS 0.16 LL 0.14 0.12 0.1 0.08 0.0 Type III 24-hr Hamp-02 Rainfall=3.00" Runoff Area=37,660`sf Runoff Volume=3,923 cf Runoff Depth=1,25 Tc=6.0 min CN=80 9 10 11 12 13 14 15 16 17 '16 19 20 21 22 23 24 25 26 27 28 29 30 Time (hogs) Subcatchment 20: Drainage Area 20 Hydrograph Type III 24-hr Hamp-42 Rainfall=3.00" Runoff Area=4,240 sf Runoff Volume=978 cf RunoffDepth=2 77" Tc=6.0 min CN=98 0 1 2 3 4 5 6 7 S 9 1'0 1'1 12 13 14 15 16 17 iS 19 20 21 22 23 24 25 26 27 2S' 29 Time (hours)" —Runoff —.Runoff Existing Conditions EX Type li 24-hr Hamp-02 Rainfall=3.00" Prepared by vhb,;Inc. Printed 8/30/2016 HydroCAD010.00 s/n O038 0 2013 HydroCAD Software Solutions LLC _ _ Page 5 Subcaatchment 30: Drainage Area 30 Hyd rograph 0.21 0.9 0:19 Type III 24-hr 0.1 Hamp-02 Rainfall=3.00" 0.1 0:,5 Runoff Area=3,210 sf 5 aa1 °.3 Runoff Volume=741 cf o p: 2 Runoff Depth=2.77 LL 4 Tc=6.0 min 0.07 0 a:CN=98 0.06 0.05 0.04 0.03 0.02 0.01 0 0 1 2 3 4 5 S` 7 8 9 10 11 12 13 14 16 18 17 16 19 20 21 22 r23 24 r25 26 27 28 29 30 Time (hours) Subcatchment 40: Drainage Area 40 (ride) Hrdrosraph 0.014 Type Ili 24-hr 0.012 Hamp-02 Rainfall= 3.00" 0.011 Runoff Area=230sf 0.01: Runoff Volume=53 cf 0:009 o 0.005 Runoff Depth=2.77° LL 0.007 Tc=6.0 min 0.005 0.005 CN=98 0.002 0:001 1 2 3 4 5 6 7 8 9 10 `11 12 13 14 15 16 17 '15 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) - RunolE - Runaff 1 1 1 1 1 1 1 Existing Conditions EX Type I1124-fir Harnp-02 Rainfall=3.00 Prepared by vhb, Inc. Printed 8130/2016 HydroCAD@ 10.00 s/n 01038 ©2013 HydroCAD Software Solutions LLC Pace 6 Reach R1 12" HDPE Hydrograph 1 Inflow Outflow Inflow Area=37,660 sf Avg. Flow Depth=0.00' Max Vet=0.00 fps 0 12.011 Round Pipe n=0.013 L=60.0' S=0 0033 'I' Capacity=2.06 cfs 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28-29 Time (hours) Reach R2. 12" HDPE Hydrograph 1 Inflow Area=37,660 sf Avg. Flow Depth=000' Max Vel=0.00 fps 12.011 d Round Pipe n=0.013 L=160.0' S=0.0038 'P Capacity=2 18 cfs 0 1 2 3 4 5 6 7 8 9 10 1'1 12 13 14 15 1'6 17 18 19 20 21 Z2 :23 24 25 26 2725 29 30 Time (hours) Inflow -- Outflow Existing Conditions EX Type Ill,24-hr Hamp-02 Rainfall=3.00" Prepared by vhb, Inc. Prinked 8/30/2016 HydroCADO'10.00 s/n 01038 02013 HydroCAD Software Solutions LLC Page 7 Reach R3: 12" HaPE Hydrograph 0.18 0.16 0 u. 0.14 0,121 0.1 0.1 005- Inflow Area=42,130 sf Avg. Flow Depth=0.25' Max Vet=1.85fps 12.011 Round Pipe n=0.013 L=30.0' S=0.0033 '1' Capacity=206 cfs 6 1 2` 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 31 Time (hours) Reach R4:' 12" HOPE Hydrograph 0.49 C15 Inflow Area=45,340 sf Avg. Flow Depth=0.31' Max `Vel=2.4♦31�fp{s 2.Vn Round Pipe n=0.01'3 L=65.0' S=0.0046 '/' Capacity=2.42 cfs 0 1 2 3 4 5 6 7 '8 9 10 11 12 13 14 15 16 17 18 19 20 21 22" 23 24 25 26 27 28 '29 Time [hours)' Inflow Oudlow Infiow Oudlow Existing Conditions EX Type 11124-hr Hamp-02 Rainfall--3.00" Prepared by vhb, Inc. Printed 8/30/2016 HydroCAD@ 10.00 s/n 01038 02013 HydroCAD Software Solutions LLC Page'8. Reach R5: 12" HDPE Hydrograph 0:54 0.52 0.49 afs Inflow 0.5 � - dutHow ❑ AA : fl.47 Cf3 0.46 Inflow Area=45 340 sf 0,JA °0 Avg. Flow Depth=0.32' 0.36 Max Vet=2.24 fps 0:36 0.34' 0.32' 12■0" i 0.3 -- 0.28 Round Pipe 0 0.26 0.22 n=0 013 o:2z 0,18 L=105.0``' 0.16 S=0.0038 '1' 0.14 0.12 0.1 Capacity=2.20 cfs n nn'- 0 1 2 3 4 5 6 7 8 9 10 1`1 12 13 14 15 16 17 18 19 20 21 22 23 N 25 26 27 28 29 30 Time (hours) Reach R& 30 GMP Hydrograph Inflow Outflow 0.44 Inflow Area=45,340 sf 0.42 o38 Avg. Flow Depth=0 24' 0:36 Max Vet=1.99. fps 0.34 032 30.0" � fl:3 4:25 0.26 Round Pipe n 0.24 ry LL 0.22' n=0■013 0.2 0:18 L=105.0' 0.16 rr 0.14 S=0.0038 '/' 0.12 DA Capacity-25.32 Cfs 0.08 1 2 3 4 5 6 7 6 9 10 11 12 13 14 15 16 17 18 19 2021 22' 23 24 25 26 27 28 29 30 Time (hours) r Existing Conditions EX Type 1124-hr Hamp-02 Rainfall=3.00" Prepared by vhb, Inc. Printed a130/2016 H `droCADM 10.00 s/n 01 038 ©2013 H droCAD Software Solutions LLC Page 9 Pond DB1: EX DB'1 Hydrograph Inflow Primary Inflow Area=37,660 sf Peak Elev=71.86' Storage=3923 cf 0' 1 2 3 4 5 6 7 8 9 10 11 12 1314 15 16 17 18 19 20 21 22 :23 24 25 26 27 28 29 30 Time (hours) Pond D132: EX DB 2 Hydrograph Inflow Primary Inflow Area=37,660 sf Peak Elev=73.00' Storage_0 cf 1 2 3 4 5 6 7 8 9 10 11 12 13 14 '15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) 10-Year Storm Event - Existing r C 0 Existing Conditions EX, Type M 24-hr Hamp-10 Rainfall=4.60" Prepared by vhb, Inc. Printed 8/30/2016 HydroCAD®10.00 s/n 01038 ® 2013 HydroCAD Software Solutions LLC _ Pape 10 Subcatchment 10: Drainage Area 10 Hydrograph 2.53 cfs Type -III 24-hr Hamp-10 Rainfall=4.60" Runoff Area=37,660 sf Runoff Volume=7,993 cf RunoffDepth=2.55" Tc=6.0 min CN=80 13 14 15 16 17 18 19 20 21 TiMO (hours) Subcatchment 20: Drainage Area 20 Hydrograph 0.4 Type III 24-hr 0.38 0,38 Hamp-10 Rainfall=4.60" 0.34 0.32 Runoff Area_4,240 sf 0.3 0:2B Runoff Volume=1,542 cf u 026 0.24 Runoff Depth=4.36" 0.22 fl:1 Tc=6.0 min B 0.16 014" CN=98 0:12 0.1 0.08 0.06 004 0:02 0 7 8 9 10 11 12 1'$ 14 15' i 6 17 18 19 20 21 22 >23 24 25 26 27 28 29 A Time (hours) - Runofi -Runoff t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 EX Pre 0.2 3 GAE LL 0.16 0.14 n byvhb, Inc. Existing Conditions. Type W 24-hr Hamp-10 Rainfall=4.60" Printed 8130/2016 2013 H droCAD Software Solutions LLC Subcatchnient 30: Drainage Am 30 Hydrograph •lG L:fp Type III 24-hr Hamp-10 Rainfali=4.60" Runoff Area=3,210 sf Runoff Volume-1,167 cf Runoff Depth=4.36" Tc=6.0 min CN=98 0 1 2 3 4 56 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22` 23 24 25 26 27 28 29 30 Time (hours) Subcatchment 40: Drainage Area 40 (ride) Hydrograph 0.021 002 0 01, 0:016 0017 0.016 0.01' 0014 3 0013 0 0.012 L , 0001 0 0 1 Type III 24-hr Hamp-10 Rai fall=4.60" Runoff Area=230 sf Runoff Volume=84 cf Runoff Depth=4.36" Tc=6.0 m i n CN=98 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Time (hours) - Runpff - Runaff Existing Conditions EX Type 11 24-hr Hamp- 10 Rainfall=4.'60" Prepared by Fhb, Inc. Printed 8/30/2016 HydroCAD0 10.00 s/n 01038 0 2013'HydroCAD Software Solutions;LLC Page 12 Reach R: 12" 'HDPE Hydrograph 1 inflow Outflow Inflow Area=37,660 sf Avg. Flow Depth=0.00' Max Vet=0.00 fps IL OF1 Round Pipe n=0.013 L=60.0' S=00033 '1' Capacity=2.06cfs 0 Cf3 0 1 2 3 5 6 7 i3 9 10 11 12 13 14 15 16 17 18 19 2D s21 22 23 24 r25 26 Time (hours' Reach R2: 12" HDPE Hydrograph 1 inflow Area=37,660 sf Avg. Flow Depth=0.00' Max Vet=0.00 fps 12.011 Round Pipe `n=0.013 L=160.0' S=0.0038 '1' Capacity=2.18 cfs 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 24 21 22 23 24 25 25 27 28 29 30 Time (hours) Existing Conditions EX Type III 24-hr Hamp-10 Rainfall=4.60" ' Prepared by vhb, Inc. Printed HydroCADO 10.00 s/n 01038 Q2013 HydroCAD Software Solutions LLC 8/30/2016 Page 13 Reach R3: 12" HDPE Hydrograph 0:5 0.48 0.46 0.45 cfs : Irrflow - a 0-42 Inflow Area=42,130 sf .Outflow 0.4 0.38 Avg. Flow Depth=0.32' 0.36' o.34 Max Vet-2.10 fps 0.32 0.3 ee�� 12.0 u m 0:26 y 0.26 Round Pipe 0 0.24 0.22 n=0.013 0.2 018 L=30.0' S=0 0033 '1' 0.12 0.1 Capacity=2.06 cfs 0.06 r o-� 0.04 0-02 r 0 1 2 3 4 5 47 $ 9 10 11 12 13 14 15 '16 17 1B 19 20 21 22 23 24 25 26 27 26 29 90 Time (hours) Reach R4:12" HDPE Hydrograph 0.86 0.8 0 76 cis -Inflow - Outoutflow0a5 Inflow Area=45,340 sf 0.7] 0.65 Avg., Flow Depth=0 39' 0.6- Max Vet=2.74 fps 0:55` 12.0u o:4s` Round Pipe 0 0.4 0:35 n=0.013 1 0.3 L=65.0' 0. S=0.0046 '/' 22 0.15 Capacity=2.42 cfs j L a1 0,05- 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1'5 16 17 18 11 21 22 23 24 25 26 27 28 29 30 Time (hours) Existing Conditions EX Type //I 24-hr Hamp-10 Rainfall=4.60" Prepared by vhb, Inc. Printed 8/30/2016 HVdroCAD®10.00 s/n 01038 © 2013 HVdroCAD Software Solutions LLC Paste 14 Reach R5: 12" HDPE Hydrograph 0.45 _p 0.4 0.1 E 01 0. 0.73 cts i 0 1 2 3. 4 5 6 7 8 9 10 11 12 13 14 1 Time I Inflow — Outflow Inflow Area=45,340 sf Avg. Flow _Depth=0 40' Max Vet=2.53 fps 12.011 Round Pipe n=0.013 L=105.0' S=0.0038 'J' Capacity=2.20 cfs 7 18 19 20 21 22 23 24 25 26 27 28 29 30 Reach ;R6: 30" CMP Hydrograph Inflow Area=45340 sf Avg. Flow Depth=0.29' Max Vet=2.27 fps 30.0„ Round Pipe n=0.013 L=105.0' S=0.0038 7' Capacity-25.32 cfs 0 1 2 3 4 5 1i 7 8 c9 10 11 12 13 14 1516 17 18 19 20 '21 22 23 24 25' 26 27 28 29 '30 Time(hours) Inflow Outflow 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 Existing Conditions EX Type /it 24-hr Hamp-10 Rainfail=4.60" Prepared by vhb, Inc. Printed 8/30/2016 HydroCAD®10.00 s/n 0'1038 © 2013 HydroCAD Software Solutions LLC _ Parke 15 Pond DBi EX DB i Hydrograph Inflow Area=37,660 sf Peak Elev=72.61' Storage=7,993 cf 0 0.00 G1s 0 d 1 2 3 4 5 $ 7 8 '9 1 Q 71 12 13 14 15 ' 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time ;(hours) Pond DB2 EX DB 2 Hydrograph 1 Inflow Area=37,660 sf Peak Elev=73 00' Storage=0 cf 0 1 2 3 4 5 (6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) Inflow Primary In#law Primary 100-Year Storm Event Existing Existing Conditions EX Type lit 24-hr Hamp-100 Rainfall=6.50" Prepared by vhb, Inc. Printed 8/3012016 HydroCADS 10.00 s/n O1 O38 02013 HydroCAD Software Solutions LLC Page 16 Subcatchment 10: Drainage Area 10 Hydrograph Type III 24-hr Hamp-100 Rainfall=6.50" Runoff Area=37,660 sf Runoff Volume=13,292 cf Runoff Depth=424" Tc=f .0 min CN=80 Al 31 In 0 1 2 3 4 5' 6 7 8 9 10 11 12 13 14 15 16 17 '18 19 `20 21 22 23 24 25 26 27 26 29 3( Time '(hours) Subcatchment 20: Drainage Area 20 Hydrograph 0:55 Type I I l 24-h r a:5 Hamp-100 Rainfall=6.50" 0:45 Runoff Area=4,240 sf a 0.4 Runoff Volume=2,212 cf 3 p.35 Runoff Depth=6.26" 0 Tc=6.0 min 0.251 11 CN=98 0. 1 2 3 4 5 6 7 8 9 10 11 1213 14 5 16 17 18 19 20 21 22' 23 f24 25 26 27 28 29 30 Time (hours) - RunoH 'Aunaff Existing Conditions EX Type 11124-hr Hamp-100 Rainfall=6.50N Prepared by Fhb, Inc. Printed 8/30/201`6 HydroCAD®10.00_ sfi 01038 02013 HydroCAD Software Solutions.LLCPage 17 Subcatchment 30: Drainage Area 30 Hydrograph 0 0 LL 0.1 0:ae 0.06 0:04 0.02 0:01 Type III 24-hr Hamp-100 Rainfall=6.50" Runoff Area=3,210 sf Runoff Volume=1,675 of Runoff Depth=6.26" Tc=6.0 -min CN=98 1 2 3 4 6 6 7 8" 9 10 11 12 13 14 16 16 17 18 19 20 21 22 23 24 25 26 27 ;28 29 Time (hours) Subcatchment 40: Drainage Area 40 (ride) Hydrograpn Type Ill 24-h r Hamp-100 Rainfali=6.50" Runoff Area=230 sf Runoff Volume=120 cf Runoff Depth=6.26" Tc=6.0 min CN_98 0 1 2 8 '4 5 6 7 S 17 11 12 13 14 15 16 1Z 16 19 20 21 22 '23 24 25 26 27 28 Time '(hours) - Runoff — Runof3 ` 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Existing Conditions EX Type H/ 24-hr Hamp-100 Rainfall=6.50" Prepared by vbb, Inc. Printed 8/30/2O16 HydroCAD®10.00 stn O'1 O38 02013 HvdroCAD Software Solutions LLC Page 18 Reach R1: 12 HDPE Hydrograph 1 u L is 0 LL 0 0 1 2 '3 4 5 6 7 8 -9 10 11 Inflow Area=37,660 sf Avg. Flow Depth=0.00' Max Vet=0.00'fps 12.050 Round Pipe n=0013 L=60.0' S=0 0033 '/' Capacity=2.06 cfs ! 14 15 16 17 18 19 20 Time (hours) Reach R2: 12" HDPE Hydrograph 24 25 26 27 Inflow Area=37,660 sf Avg. Flow Depth=0.00' Max Vet=0.00fps 12011 Round Pipe n=0.013 L=160.0' S=0 0038 '1' Capacity=2.18' cfs 2 3 4 5 6 7 B 9 10 11 12' 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) Inflow O111110W 1r�flow Outliow Existing Conditions EX Type W 24-hr .Hamp-100;Rainfall 6.50" Prepared by vhb, Inc. Printed 8/30/2016 H droCAl?®10.00 s/n 01038 0 2013 H droCAD Software Solutions LLC Page 19 Reach R3:12" HOPE Hydrograph a.7 0.63 cfs inflow 0.66 10-w 3 0 LL 0.15 0.1 0.05 0 1 2 3 4 5 6 7 8 9 10 11 I of I ow Area=42,130 sf Avg. Flow Depth=0.38' Marc Vet=2.31 fps 12.011 Round Pipe n=0.0 3 L=30.0' S=0.0033 T Capacity=2.06cfs 12 13 14 15 16 17 18 19 2D 21 22 23 24 25 26 27 28 29 30 Time (hours)' Reach R4: 12" HDPE Hydrograph 1 Inflow Area=45,340 sf Avg. Flow Depth=0 47' Max Vet=3.00 fps 120`'' Round Pipe n=0.013 L=65.0' S=0.0046 '/' capacity-2.42 cfs 1 2 3 4 S 6 7 $ 9 10 11 12 13 14 15 16 17 18 19 20 21 22' 23 24 25 777 28 29 30 Time (hours) _Infiaw U low Existing Conditions EX Type 11124-hr Hamp-100 Rainfall=6.50" Prepared by vhb, Inc. Printed 8/30/2016 HydroCAD® 10.00 s/n 01038 ® 2013 HydroCAD Software Solutions LLC Page 20 Reach R5:12" HDPE Hydrograph' 1.04 Cf5 1 Inflow Area=45,340 sf Avg. Flow Depth=0.49' Max 'Vel=2.78 fps 12.011 Round Pipe n=0.013 L=105.0' S=0 0038 'P Capacity=2.20 cfs 0 1 2 3 4 5 6 7 8 9 10; 11 12 93 14 15 16 17 18 19 20 21 22 23 24 25 26 2728 29 30 Time thoursf Reach R6: 30" CMP Hydrograph 1.01 cfs 1 Inflow Area=45,340 sf Avg. Flow Depth=0.34'' Max Vet=2.52 fps m 30.011 0 Round Pipe W n=0013 L=105.0' S=0.0038 ;T Capacity=25.32 cfs 0 1 2 3 4 5 '6 7 8 9 10 11 12 13 14 15 1 17 18 19 20 21 22 23 24 25; 26 2T 2B 29 Time (hours)' - infinw Outflow `Inflow Outflow Existing Conditions EX Type 11124-hr Hamp-100 Rainfal1=6.50" Prepared by yhb, Inc. Printed 8/30/2016' HydroCADS i0.00 s/n 01038 0 2013,HydroCAD Software, Solutions LLCPage 21 Pond DB1: EX_DB 1 Hydrograph 4.17 cfs Y-1nflow tPrime Inflow Area=37,660 sf Peak Elev=73.47' Storage=13,292 cf 0 1 -2 3` 4 5 6 7 8 9 10 11 12 '13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 '28 29 30 Time (hours) Pond' DB2: EX DB' 2 Hydrograph 28 29 30 Time :(hours) _ Inflow Pvimary HydroCAD Analysis: Proposed Conditions LA d L 1.1 r C H fiR 30 R 4— ' fi00 PR D� Drainage Area Boo R /' B\4 <�— 12' PR 1)134 %fainage Area 500 F4R i PR DB5 300 P 2R Drainage Area SW 7 Bf 400; 2R 1R PR Drainage Area 400 12° D 12" HC� 1DO 200 Drainage Area 100 Drainage Area 200 O.Subcat Reach on Llnk Routing Diagram for PR Prepared by vhb, Inc., Printed 8/3012016 HydreCAD@ 10.00 -sln 0109 C 2013 HomCAD Soitwam Wutions LLC Proposed Conditions PR Prepared by vhb, Inc. Printed 8130/2016` H droCAD®10.00 s/n 01038 02013 H droCAD Software Solutions LLC Page 2 Area Listing (ail nodes) Area CN Description (sq-ft) (subcatchment-numbers) 28,360 74 >75% Grass cover, Good, HSG C (100, 200, 300, 400, 500, 600) 16,980 98 Paved parking, HSG C (100, 200, 300 400,:500, 600) Proposed Conditions PR Prepared by uhb, Inc. Printed 8/30/2016 HydroCAD6 10.00 s/n 01038 02013 HydroCAD.Software Solutions LLC Pace 3 Pipe Listing (all nodes) Line# Node In -Invert Out -Invert Length Slope n Diam/Width Height Inside -Fill Number (feet) (feet) (feet); (ft/ft) (inches) (inches) (inches) 1 1 R 74.00 73.80 60.0 0.0033 0.013 12.0 0.0 0.0 2 2R 73.70 73.60 30.0 0.0033 0.013 12.0 0.0 0.0 3 3R 73.50 73.10 700 0.0057 0.013 12.0 0.0 0.0 4 4R 73.00 72.60 70.0 0.0057 0.013 12.0 0.0 0.0 5 5R 72.50 72AO 10.0 0.0100 0.013 12.0 0.0 0.0 6 6R 71.10 70.70 105.0 0.0038 0.013 30.0 0.0 0.0 CA n 0 2-Year Storm Event - Proposed 0 r 0 I 1 f 1 1 1 1 1 f 1 1 1 1 1 1 I 1 1 1 Proposed Conditions PR Type 11124-hr Hamp-02 Rainfall=3 00" Prepared by vhb, Inc. Printed 8f30/2016 HydroCAD@ 10.00 s/n 01038 02013 HVdroCAD Software Solutions LLC Page 4 Subcatchment 100: Drainage Area 100 m OAE 3 OAE o DA' O:OE 0. Type Ili 24-hr Hamp-02 Rainfall=3.00" Runoff Area=7,325 sf Runoff Volume=1,2 1 cf Runoff Depth=198 Tc=6.0 min CN=90 0 1 2 3 4 5 6 7 "6 9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24- 25 26 27 28 29 Time (hours) Subcatchment 200: Drainage Area 200 Hydrograph Type III 24-hr Hamp-02 Rainfall=3.00" Runoff Area=5,625 sf Runoff Volume=891 cf Runoff Depth=1.90° Tc=6.0 min CN=89 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 26 29 30 Time (hours) -Runoff - Runoft Proposed Conditions PR Type III 24-hr Hamp-02 Rainfall=3.00" Prepared by Fhb, Inc. Printed 8/30/201 C HydroCAD®'10.00 s/n 01038 02013 HydroCAD Software Solutions LLC Page 5, Subcatchment 300: Drainage Area 300 Hydrograph 0:065 0.0s cf5 —Runoff 0.06' Type III 24-hr 0.056 0.057 Hamp-02 Rainfall=3.00" 0.045 Runoff Area=l 680 sf m 004' Runoff Volume=193 cf 0 0.035 Runoff Depth=1.38" 0.03 Tc=6.0 min 0.025 CN=$2 0.02 0.015 0 1 23 4 5 b 7' -8 9 1'0' 11 12 13 14 1,5 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time '(hours) Subcatchment 400: Drainage Area 400 Hydrograph — Runoff 0.07 0:.07 Type Ili 24-hr 0.06 Hamp-02 Rainfall=3.00" Runoff Area=2,240 sf 0.05 �Jq�j 0.045 Runoff Volume=233 cf 0 0.04 Runoff Depth=1.25" LL 0.035 Tc=6.0 min 0.03 0.025 CN=80 0 1 2 3 4 5 6 7 8 9 TO 11 12 '13 14 15 16 17 16 19 20 21 22 23 24 25 26 27 28 "29 30 Time (hours) Proposed Conditions PR Type 11124-hr Hamp-02 rainfall=3,00" Prepared by Fhb, Inc. Printed 8/30/2016 HydroCAD®10.00 s/n a1038 02013 HydroCAD Software Solutions LLC Page 6 Subcatchment 5W: Drainage Area 500 Hydrograph 0 LL; 3 0 LL n 0.18 0.16 0.14 0.12 0.1 o. W E 0.1 E 0.14 01 e 0.1 Type III 24-hr Hamp-02 Rainfall=3.00" Runoff Area=123835 sf Runoff Volume=1,405 cf Runoff Depth=1.31 " Tc=6.0 min CN=81 0 '12 3' 4 5 :6 7 S 9 10" 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) Subcatchment 600: Drainage Area 600 Hyd rograph Type III 24-hr Hamp-02 Rainfall=3.00" Runoff Area=15,635 sf Runoff Volume=1,548 cf' Runoff Depth=119` Tc=6..0 min - CN=79 1 2 3 4 5 6 7 S 9 10 1`1 12 13 14 15 '16 17 1S 19 '20 21 Time (hours) —Runoff - Aunoff Proposed Conditions PR Type III 24-hr Hamp-02 Rarnfali=3 00" Prepared by vhb, Inc. Printed 8/30/2016 HydroCADO 10.00 /n 01038 0 2013 HydroCAD Software Solutions LLC _ Page 7 Reach 1 R:12" HDPE Hydrograph 0;1E 0:1E i° 0.14 0.12 0.1 m :o_1e LL a.1 0.1 Inflow Area=5,625 sf Avg. Flow Depth=0.25' Max Vet=1.83 fps ♦ l2011 Round Pipe n=0.013 L=60.0' S=0.0033 T Capacity=2 06 efs 0 1 2 3 d 5 G 7 8 9 10 11 12 13 14 15" 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time (hours) Reach 2R: 12" D Hydrograph 0.27 efs Inflow Area=5,625 sf Avg. Flow Depth=0.25` Max Vet=1.82 fps 12.0" Round Pipe n=0.013 L=30.0' S=0.0033 T Capacity=2.06 cfs 0 "1 2 3' 4 8 9 10 11 12 13 14 15 16 17 '18 19 a0 21 22 23 24 25 26 27 inflow QU016W Inflow - Outflow 1 1 1 i 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 Proposed Conditions PR Type il124-tar Hamp-02 Ralnfafl=3.00 Prepared by vhb, Inc. Printed 8130/2016 HdroCAD® 10.00 s/n 01038 @,2013 HydroCAD Software Solutions LLC _ Page 8 Reach 3R 12" D Hydrograph, 3 LL 0.1 n Inflow Area=15,190 sf Avg. Flow Depth=0.33' Max Vet=2.79 fps 12.011 Round Pipe n=0013 L=700' S=0.0057 T Capacity=2.69 cfs 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 26 26 27 28 29 6 Time (hours) Reach 4R: 12" D Hydrograph 0 1 2 5 6 7 8 9 10 11 12 1314 15 '16 17 Time (hours) Inflow Area=29,705 sf Avg. Flow Depth=0.44' Max Vet=3.22 fps 12.011 Round Pipe n=0.013 L=70.0'' S=0.0057 '1' Capacity=2.69 cfs 21 22 23 24 25 26 27 28 29 30 _.Inflow Outflow Inflow - Outflow Proposed Conditions PR Type I// 24-hr Hamp-02 Rainfall=3.00N Prepared by fhb, Inc. Printed 8/30/2016 HydroCADO 10.00 sln 01038 ® 2013 HydroCAD Software Solutions�LLC Page 9 Reach ;SR: 12 D Hydrograph 0 Inflow -Outflow Inflow Area=29,705 sf Avg. Flow Depth_0.37' Max Vet=3.94 fps 12.011 . Round Pipe n=0.013 L=10'.0' 5=0.0100 T Capacity=3.56 cfs 0 1 2 34 5 :6 7 ;8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 ';2a 24 25 26 27 25 29 30 Reach 6R: 30" CMR Hydrograph Inflow Outflow 032 Inflow Area=45,340 sf 0.3 p 2$' Avg. Flow Depth=0.20' 0.26 Max Vet=1.82 fps 0.24 0.22' 30.0'� 0.2 Round Pipe 0 0.18 LL 0.1 n=0.013 a.14 L=105.0' 0,12 0.1 S=0 0038 T 0.06 6 0;0Capacity=25.32 cts 0.04 0;02 0 1 2 3 4 5 6 7 8' 9 10' 11 12 13 14 15 16 17 18 19 20 '21 22 23 24 26 26 27 28 29 Time (hours) Proposed Conditions PR Type III 24-hr Hamp-02 Rainfafl=3.00 Prepared by vhb, Inc. Printed 8/30/2016 HydroCADO 10.00 s/n 01038 ® 2013 HydroCAD Software Solutions LLC Paoe 10 Pond D81: PR DB 1 Hydrograph 0.42 0.4 0.38 cfs — Inflow 0.38 Primary' 0.24 0.22 0 o.2 M ME 0,1 E OAA 0.12 0.1 Inflow Area=7,325 5f Peak Elev=74.27' Storage=1 5f cf 0 '1 2 34 5 '6 7 8 9 loll 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 31 Time (hours) Pond DB2: PR DB 2 Hydrograph Inflow Primary 0.34 Inflow Area=9,565 sf 0.32' 0.3 Peak Elev=74■30' 0.28 0.26 Storage=24 cf 0-24 0.22 3 0.2' LL 0.18 o.16 0.14 0.12' 0.1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25' 26 27 26 29 30 Time (hours) Proposed Conditions PR Type NI 24-hr Hamp-02 Rainfallw3.00" Prepared by yhb, Inc. Printed 8/30/2016 HydroCADO 10.00 s/n 01038 © 2013. HydroCAD,Software Solutions LLC Page 11 Pond DB3: PR DB3 Hydrograph 1 0 LL 0 1 2 3 4 _ Inflow Prrrrrary Inflow Area=45,340 sf Peak Elev=71.84' Storage=2,011 cf R� B B 1 D 11 12 13 14 15 -16 17 1$ 19 20 21 22 23 24 7 Time (hours) Pond DB4: 'PR DB4 Hydrograph — Inflow — Primary Inflow Area=14,515 sf Peak Elev=76.00' Storage=1 cf I . ......... . 1 2 3° 4 5 10 11 12 13 14 15 16 1718 19 20 Time (hours) 23 24 25 26 i 1 i 1 1 1 1 1 1 1 Proposed Conditions PR Type 11124-hr Hamp-02 Rainfall=3. 00 " Prepared by vhb, Inc. Printed a/30/2016 HydroCADC 10.00 s/n 01038 02013 HydroCAD Software Solutions LLC Page 1 Pond DB5: PR DB5 Hydrograph 0.065 0.06 cis _ 1nflOw Prima 0.06" 0.055 Inflow Area=1 680 sf 0.05 Peak Elev=76oo` 0.045 Storage=D cf` 0.04 0.035 3 LL 0.03 0 025 0.02` 4:015 0.01 0.005 0" 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2B 29 3G Time (hours) 10-Year Storm Event- Proposed [I 11 11 7 A 11 f 1 1 1 1 t 1 1 1 Proposed Conditions pR Type III 24-hr Hamp-70 Rainfall=4.60" Prepared by yhb, Inc: Printed 8/30/2016 HydroCAD@ 10.00 sln 01038 02013 HydroCAD:Software :Solutions LLC Page 13 Subcatchment 100: Drainage Area 100 Hydrograph 0. 0.3 E 01 0 ILL [ oa 01 Type III 24-h r Hamp-10 Rainfall=4.+60" Runoff Area= ,325 sf Runoff Volume=2,131 cf Runoff Depth=349" Tc=6.0 min CN=90 1 2 3 4 5 6 7 8 9 1 Q 11 12 13 14 1'5 16 17 18 19 2O 21 22 23 24 25 26 27 Time (hours)" Subcatchment 200: Drainage Area 200 Hyd rograph U.49 cis Type III 24-h r Hamp-10 Rainfall=4 60" Runoff Area=5,625 sf` Runoff Volume=1,589 cf Runoff Depth=3.39" Tc=6.0 min GN=89 1 2 3 4 5 6 7 8" 9 10 11 12 13 14 15 `"16 17 '1"8 19 20 21 22 23 24 25 26 27 28 29 '30 Time (hours) Runoit -Runoff' Proposed Conditions PR Type 1/124-hr Hamp-10 Rainfall 4.60" Prepared by Fhb, Inc. Printed 8/30/2016 HydroCAD@ 10.00 s/n 01038 @ 2013 HydroCAD Software Solutions LLC Paae 14 Subcatchment 300: Drainage Area 300 Hydrograph 0.135 0.13 0.125' 0.12 cts -Runoff 0.12 0115 Type III 24-hr 0.11 °'o Hamp-10 Rainfall=4.6011 0.095 0.09 Runoff Area=1,680 Sf 0.085 0.08 Runoff Volume=381 0:075 cf g 065 3 0.06b Runoff Depth=2.72" 0.06 0:055 Tc=6.0 m i n 0:05 0045 L CN=82 0.04 0.035 0 1 2 3 4 5 67 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 31 Time (hours) Subcatchment 400: Drainage Area 400 Hydrograph' 0.01 0 0 Type III 24-hr Hamp-10 Rainfall=4.60" Runoff Area=2,240 sf Runoff Volume=475 cf Runoff Depth=255" Tc=6.0 min CN=80 9 10 11 12' '13 14 15 16 17` 18 19 20` 21 22 23 24 25 26 27 '28 29 Time (hours)' — Runofi Proposed Conditions PR Type I// 24-hr Hamp-10 Rainfaf1=4 60" Prepared by vhb, Inc. Printed 8/30/2016 HydroCADO 10.00 s/n 01038 © 2013 HydroCAD Software; Solutions LLC _ Page 15 Subcatchment 500: Drainage Area 500 Hydrograph 0.85 Type III 24-hr 0.8 0.75 Hamp-10 Rainfall=4.60" 07 0.55 Runoff Area=12,835 sf O-65 Runoff Volume=2,818 cf LL QA5 Runoff Depth=2,63 fl: Tc=6.0 min 0.35 0:3 CN=81 0.2 0:15 0.1 0:05` 0 0 1" 2 3 4 b :'6 7 8 9 1017 12 "13 1777 777 7776 20 21 22 23 24 25 26' 27 28 29 30 Time (hours) 1C1 w 3 0 LL Subcatchment 6W: Drainage Area <600 Hydrograph Type III 24-hr Hamp-10 Rainfall=4.60'" Runoff Area=15,635 sf Runoff Volume=3,206 cf Runoff Depth=246" Tc=6.0 min CN=79 2 3 4 5 fi 7 8 9 10 1213 1� 14 15 16 17 1$ 79 20 21 �� 23 2�1 25 26 27 28 29 Time ;(hours) —,Runoff — RurwH Proposed Conditions PR Type 11124-hr Hamp-10>Ralnfall=4.60" Prepared by Fhb, Inc. Printed 8/30/2016 HydroCAD0'10.00 's/n 01038 02013 HydroCAD Software Solutions LLC , Pape 16 Reach 1 R: 12" HDPE Hydrograph 0.18 0.16 0.14 0.12 0.1 0.08 0.06 004 0.02 Inflow Area=5,625 sf Avg. Flow Depth=0.33' Max Vet=2.15 fps 12.011 Round Pipe n=0.013 L=60.0' S=0 0033 T Capacity=2.06 cfs 1 2 3 '4 5 57 8c 9 10 11 12 13 14 15 16 17 18 rime (hours) Reach 2R: 12" D Hydrograph 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 T:vna': th..—) 21 22 23 24 25` 26 27 28 '29 30 Inflow Area=5625 sf Avg. Flow Depth=0.33' Max Vet=2.14 fps 12.0,l Round Pipe n=0.013 L=30.0' S=0.0033 '/' Capacity=2.06 cfs 21 22 23 24 25 26 27 28 29 lnflaw outflow Enflow —Outflow 1 1 i 1 1 1 i 1 1 1 1 1 1 1 Proposed Conditions PR Type 11124-hr Hamp-10 Rainfall=4.60 Prepared by vhb, Inc. Printed 8/3012016 HydroCADB 10_00 s/n01038 0 2013 HydroCAD Software Solutions LLC Page 17 Reach 3R. 12" D Hydrograph Inflow Area=15,190 sf ' Avg. Flow Depth=0.45' Max Vet=3.27 fps. 12.011 Round Pipe n=0.013 L=70.0' S=0.0057 T Capacity=2.69 cfs 4 5 6 Time (hours) Reach 4R: 12" :D Inflow Area=29,705 sf Avg. Flow Depth=0.66` Max Vet=3.78 fps 12.0" Round Pipe n=0.013 L=70.a' S=0.0057 ''/' Capacity=2.69cfs 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 26 29 31 Time {hours} . lrthaw Outflow Inflow Outflow Proposed Conditions PR Type 11124-hr Hamp-10 Rainfall=4.60" Prepared by vhb, Inc. Printed 8130/2016 H droCAD@ 10.00 s/n 01038 02013 H droCAD Software Solutions LLC Page 18 Reach 5R:12" D Hydrograph 0 w OAE 01 Inflow Area-29,705 sf Avg. Flow Depth=0.55' Max Vel=4.68 fps 12.010 Round Pipe n=4013 L=10.0' S=0.0100 '/' Capacity=3.56 cfs n 1. 2 3 ,4 5 'S 7 8.. 9 10 "1'1 12 13 14 i5 1fi 17 18 19 20''.21 Time (hour®) Reach 6R: 30" CMR Hydrograph Inflow Area=45,340 sf Avg. Flow Depth=0..25' Max Vet=2.05 fps 30.011 Round Pipe n=0.013 L=105.0' S=0.0038'/' Capacity=25.32 cfs 1 2 3; 4 5 6 7 S 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25-26 27 28 29 30 Time (hours) Inflow Outflow Inflow outflow t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Proposed Conditions PR Type 11124-hr Hamp-10 Rainfall=4.60" Prepared by Fhb, Inc. Printed 8/30/2016 HydroCAD@ 10.00 s/n 01038 © 2013 HydroCAD Software Solutions LLC Page 19 Pond DB1: PR DB 1 Hydrograph D.5 Inflow Area=7,325 sf D.55 cfs 0.55 Peak Elev=74,37' 0.5 c r� 0.45 Vtor1 age=21 Q �7 cf a 0.4 u 0 0.35 fl= 0.3 0.25 0.2 3.15 0.1 0 1 2 3 4 5 ;6 T 8 9 10 11 12; 13 14 1S 16 17 18 19 20 21 22 i3 24 25 2'6 27 2B 29 30 Time (hours) Pond DB2: PR DB 2 Hydrograph 0-65 Inflow Area=9,565 sf 06 D:$5 Peak Elev=74.42' ° 5 Storage=36 cf 0.45 " m 0.4 3 0.35 0.3 0.25 0;2 0.15 D:1 0.05 0 D i 2 3 4 5 '8 7 9 9 10 11 12 13 14 15 1 B 17 18 19 20 21 22 23 24 25 2B 27 2B 29 Time ;(hours) Inflow Primary — Inflow Primary Proposed Conditions PR Type IN 24-hr Hamp-10 Rainfall=4.60" Prepared by vhb, Inc. Printed 8/30/2016 HydroCAD0 10.00 s/n 01038 02013 HydroCAD Software Solutions LLC Page 20 Pond DB3: PR DB3 Hydrograph Inflow Area=45,340 sf Peak Elev=72.63` Storage=4,290 cf n 9 0 LL a n ti 9 S 7 R 9 10 11 12 '13" 14 15 18 17 18 19 20 21 22 23 24 25 26 '27 28 M■ m 0 LL Time (hours)' Pond DB4: PR DB4 Hydrograph Inflow Area=14,515 sf Peak Elev--7600' Storage=3 cf Time (hours) Inflow Prmary lrfflow --Primary Proposed Conditions PR Type III 24-hr Hamp-10 Rainfall=4.60" Prepared by Fhb, Inc. Printed 8/30/2016 HydroCADO 10.00 sln 01038 0-2013 HydroCAD Software Solutions LLC Pacte 21 Pond DB5 PR :DB5 -- Hydrograph U.13 0.125 0.12 cfs I1n(low 0.12 17Primary 0,116 0.11 Inflow Area.=1,680sf 0.105` o0.1 95 Peak EIev=76.00' 0.09 °.Oas Storage=0 cf 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0045" 0.04 0,035 0.03 0.025 0.02 0.015' 001 0.005 0` 0 1 2 3- 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2B 29 30 Time (hours) 111 100-Year Storm Event - Proposed AI 11 Is l 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Proposed Conditions PR Type 11124-hr Hamp- 00 Rainfall=6.50" Prepared by vhb, Inc. Printed 8/30/2016' HydroCAD@`10.00 s/n 01038 ©2013 HydroCAD Software Solutions LLC Page 22 Subcatchment 100: Drainage Area 100 Hydrograph i A.97 cfs — Runoff 0 U. 0.15 0.1 Type III 24-hr Hamp-100 Rainfall=650" Runoff Area=7,325 sf Runoff Volume=3,256 cf Runoff Depth=533" Tc=6.0 min CN=90 5 6 7 8 9 10 11 12 13 14 15 16 17 1$ 19 20 21 22 23 2 Time (hours) Subcatchment 200: Drainage Area 200 Hydrograph 28 29 30 Type III 24-hr Hamp-100 Rainfall=6.50" Runoff Area=5,625 sf Runoff Volume=2,447 cf Runoff`Depth=5.22" Tc=6.0 miry C'N=89 1 2 3 -4 5 B 7 B 9 10 11 12 13 14 15 16 17 1B 19 20 21 22 23 24 25 26 27 28 Time (hours) —::Runoff Proposed Conditions PR Type /H 24-hr Hamp-100 Rainfall=6.50" Prepared by Fhb, Inc. Prinked 8/30/2016 Hyd>oCAD0"10.00 s/n 01038 02013 HydroCAD Software Solutions LLC` _ Page 23 Subcatchment 300: Drainage Area 300 Hydrograph 0.21 0.2 0.19 0,18 0.17 0.16 0.15 0.14 _ 0.13 w 0.12 0:11 0 01' LL 0.01-# 0.18 0.16 0.14 0 LL '0-12 0.1 1 2 3 4 5 6 Type III 24-hr Hamp-100 Rainfall_6 50" Runoff Area=1,680 sf Runoff Volume=623 cf Runoff Depth=4.45" Tc=6 0min CN=82 9 +9 10 11 12 13 14 15 16 17 16 19 20 21 22 23 24 25 26 27 28 29 Time (hours) Subcatchment 400: Drainage Area 400 Hydrograph Type III 24-hr Hamp-100 Rainfall=6 50" Runoff Area=2,240 sf Runoff Volume.=791 cf Runoff Depth=4.24" Tc=6.0 min CN=80 4 5 6 7 S 9 10 11 12' 13 14 15 16 17 18 19 20 21 22 23 24 25 26 :27 Time (hours) —:Runoff -..Runoff t 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 Proposed Conditions PR Type 11124-hr Hamp-100`Rarnfall=6.50" Prepared by Fhb, Inc. Printed 8/30/2016 H droCADO 10.00 s/n 01038 © 2013 H droCAD Software Solutions LLCPei e 24 Subcatchment 500: Drainage Area 500 Hydrograph LL LL Type III 24-hr Hamp-100 Rainfall=6.50 Runoff Area=12,835 sf Runoff Volume=4644 cf Runoff Depth=4;34" Tc=6.0 miry CN=81 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 -27 28 29 30 Time (hours) Subcatchment 600: Drainage;Area 600 Hydrograph Type III 24-hr Hamp-100 Rainfall=6.50" Runoff Area=15,635 sf Runoff Volume=5,380 cf Runoff Depth=4.13" Tc=6.0 min CN=79 Time (hours) — Runoff - Runoff Proposed Conditions PR Type 1N 24-hr Hamp-100 Rainfaf1=6.50" Prepared by Fhb, Inc. Printed 8/30/2016 HydroCAD@ 10.00 s/n 01038 © 2013 HydroCAD Software Solutions LLC _ Pacie 25 Reach 1R 12" HDPE Hydrograph U,o 0.75 Oui#I 0.73 cts ouffl ow 0.7 Inflow Area=5,625 sf 0. Avg. Flow Depth=0.41' 0.55 Max Vet=2.40 fps 0.5 12.0 0;45` Round Pipe 0 0.4 /� q EL':0.35` n=0.01.3 0.3 L=60.0 0:25 e} 0.2 S=0.0033]f 1 0.15 Capacity=2.06 cfis 0.1 0.05 0' 0 1 2 3 4 5 6 7 8 9 10 11 12 13 '14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 '30 Time (hours) Reach 2R: 12" D Hydrograph 0:8` 0.75 0:72 cfs - O uow Outflow Inflow Area=5,625 sf 0:65 Avg. Flow Depth=0.41' 0.55` Max Vel=2.39rrfffps a5 12.0n o.as 0.4 Round Pipe 0.35' n=0.013 0.3 L=30 0' 0.25 9;2 S�00033 'I' 015 Capacity=2.06 efs 0:1 0.05' 0 0 1 2 3 4 5 6 7 8 9 10 11 12 T3 14 15 16 17 18 19 20 '21 22 23 24 26 26 27 28 29 30 TImLL (hours) t t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Proposed Conditions PR Type N 24-hr Hamp-100 Rainfall=6.50" Prepared by vhb, Inc, Printed 8/30/2016 H droCADO 10.00 s/n 01038 © 2013 H droCAD Software Solutions LLC Pa a 26 Reach 3R:-12" D Hydrograph 1.74 cis Inflow Area=15,1`90 sf Avg. Flow Depth_0.59' Max Vel=3.64 fps 12.0" Round 'Pipe n=0.013 L=70.0' S=0.0057 '1' apacity=2.69 cfs LC s 0 1 2 3 4 5 t 7 a 9 10 i1 12 13 14 1,5 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 IIme {hours) Reach 4R: 12" D Hydrograph Time (hours) Inflow Area=29,705 sf Avg. Flow Depth=1.00' Max Vet=3.91 fps 12.011 Round Pipe n=0013 L=70.0' S=0.0057 '/' Capacity=2.69 cfs Inflow O 1110W Inflow OuNlow Proposed Conditions PR Type /I/ 24-hr Hamp-100 Rainfall--6.50 Prepared by yhb, Inc. Printed 8/30/2016 HydroCAD010.00 s/n 01038 02013 HydroCAD Software Solutions LLC Page 27 Reach ;5R: 12" D Inflow Area=29,705 sf Avg. Flow Depth=0.68' Max Vet=5.01 fps Z 12.011 Round 'Pipe n=0.013 L=1 0.0' S=0.0100` '1' Capacity=3.56 cfs 0. 0.6 0.1 0. 0.0 l] 1 r2 3 4 5 '6 7 S 9 10 i1 12 13` 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Time '(hours) Reach 6R: 30" CMR Hydrograph Inflow Area=45340 sf Avg. Flow Depth=0.28' Max 'Ve1=2.20 fps 30.0 "' Round Pipe n=0.013 L=105.0' S=00038 '1' Ca acity 25.32 cfs 0 1 2 3 4 5 6 7 8 ;9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 ;25 26 27 28 29 30 Time (hours) Inflow Outflaw In4aw - Outllow 1 1 1 1 1 1 1 1 1 i 1 1 1 t 1 1 1 Proposed Conditions PR Type 11124-hr Hamp-100 Rainfa11=6.50" Prepared by Fhb, Inc. Printed 8/30/2016 HydroCAD@ 1000 sIn 01038 ® 2013 HydroCAD Software Solutions LLC Page 28 Pond DBI: PR DB 1 Hydrograph P U. 3 0 LL Time (hours) Pond DB2: PR DB 2 1 Inflow Area=9,565 sf Peak Elev=74.54' Storage=48 cf �*N 1 2 3 4 8 9 10 11 12 777777 15 7 Time (hours) lnflaw Primary inflow Primary Proposed Conditions PR Type I// 24-hr Hamp-100 Rarnfall=6.50u Prepared by vhb, Inc. Printed 8/30/2016 HydroCAD®10.00 s/n 01038 02013 HydroCAD Software Solutions LLC Page 29 Pond DB3: PR DB3 Hydrograph Intlow Primary Time (hours)" Pond DB4: PR DB4 Hydrograph In14ow Pr'smary Inflow Area=14,515 sf Peak Elev=76.00' Storage=5 cf 7 B 9 10 11 12 13 14 15 16 17 16 19 Time (hours) 1 1 1 i i 1 1 1 1 1 1 1 1 1 1 1 1 1 Proposed Conditions PR Type 1N 24-hr Hamp-100 Ralnia11-6.50" Prepared byvhb, Inc. Printed B13012016 HydroCAD@ 10.00-s/n'01038 02013 HydroCAD Software Solutions LLC Page 30 Pond DB5: PR DB5 Mydrograph 0.21 0.10 Inflow Area=1 680 sf 0.17 Peak Elev=76-00' 015 0.14 o.13 Storage=®.cf 0.12 0.11 0.1 LLL 0 f 2 3 4 5 6 7 8 9 i0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Time (hours) _ inflow.. Primary Owner Six Flags New England 1623 Main Street Agawam, MA 01001 Applicant Six Flags New England 1623 Main Street Agawam, MA 01001 Assessor'sap:r' Assessor's Map: SB-3 Block. 52 No Drawing Title Latest Issue No. Drawing Title Latest Issue C-1 Legend and General Notes August 4, 2016 Sv-1 Existing Conditions Plan August 04, 2011 C-2 Overall Plan August 4, 2016 Elevation Plan C-3 Demolition Plan February 10, 2017 C-4 Layout and Materials Plan February 10, 2017 C-5 Grading and Drainage Plan February 10, 2017 C-6 Utilities Plan February 10, 2017 C-7 Site Details August 4, 2016 C-8 Site Details 2 August 29, 2016 One Federal Street Building 103-3N Springfield, MA 01105 413.747.7113 101 r o' L' Q a, 0 L v rn ru a CJ L6 N Ci 0 0 o� h a D C F _0 a� 0 Q Q rr w 0 N z a r 0 LLJ a. 0 LO O N rri 0 a Q a a� c a� v 0 Legend Abbreviations General Exist. Prop. Exist. Prop. ..,..._. _,. PROPERTY .LINE a _ CONCRETE ABAN ABANDON PROJECT LIMIT LINE HEAVY DUTY PAVEMENT ACR ACCESSIBLE CURB RAMP RIGHT-OF-WAY/PROPERTY LINE RIPRAP ADJ ADJUST. -~ ----- - EASEMENT 0 0` CONSTRUCTION ENTRANCE APPROX APPROXIMATE BUILDING' SETBACK BIT BITUMINOUS 7I, ,�5 tic x 27.35 TC X TOP OF 'CURB ELEVATION PARKING SETBACK T.. BS O OF L BOTTOM SLOPE Tad-OG �n+oo 2s. lit , 26.89 8cx BOTTOM' OF CURB ELEVATION - - BASELINE BWLL BROKEN WHITE' LANE LINE �32.75 x 132.75 X SPOT ELEVATION - CONSTRUCTION LAYOUT 45.0 7W X 45.0 Tw. TOP &BOTTOM OF' WALL ELEVATION CONC CONCRETE ZONING LINEW s ftL 38.5 aw" BORING LOCATION DYCL DOUBLE YELLOW CENTER LINE -- TOWN LINE TEST .PIT LOCATION. EL ELEVATION LIMIT OF DISTURBANCE Mw . GI%° MONITORING WELL ELEV ELEVATION WETLANDLINE WITH FLAG EXIST . EXISTING ' UD . UNDERDRAIN - FLOODPL:AIN 12x0 12 FDN FOUNDATION - DRAIN e�cr � EI,iCCT 7D rLDOD{NC. DDRDCRtNO LAND .+U g � o r n �.. FidDf DRAIN' FFF FIRST FLOOR FI_.FVATION BZ WETLAND BUFFER ZONE 12„S lee SEWER; GRAN GRANITE FM FM D N0 DISTURB ZONE _ FORCE MAIN ' GTD GRADE TO DRAIN 2Qoa^ - 200` RIVERFRONT AREA ---OHW- -�----OHW- OVERHEAD WIRE LA LANDSCAPE AREA -- 6.w- a 6,W WATER LOD LIMIT OF DISTURBANCE _ - -- - - - - G ROAD RAVEL �......_ --_� � �' 4 FP .:FIRE PROTECTION MAX MAXIMUM; - - EDGE OF PAVEMENT *DW--- W DOMESTIC WATER MIN MINIMUM -- L. _ BB BITUMINOUS BERM 3 G- -- -G GAS BITUMINOUS CURB -_�-~E_ E _ ELECTRIC NIC NOT €N CONTRACT JC CONCRETE CURB __� ___ STM STM - STEAM NTS NOT TO SCALE CG CURB AND GUTTER _- --7,« _ T TELEPHONEPERT PERFORATED EXTRUDED CONCRETE CURB --FA-FA- FIRE ALARM _ PROP PROPOSED C CU MONOLITHIC CONCRETE CURB ----GA'[V- --CAN--- CABLE TV REM REMOVE' cc Pee - PRECAST CONC. CURB' RET RETAIN ® CATCH BASIN SLOPED GRAN. EDGING DOUBLE CATCH BASIN R&D REMOVE AND DISPOSE �_ VGr -. , VGC VERT. _GRAN. CURB GUTTER INLET R&R' REMOVE AND RESET - '•'' ,- LIMIT OF CURB TYPE DRAIN MANHOLE SFNE SIX'FLAGS NEW ENGLAND _ - SAWCUT =TD== TRENCH DRAIN 5WLL SOLID WHITE LANE LINE PLUG OR CAP TS TOP OF SLOPE BUILDING 1 EN BUILDING ENTRANCE i CLEANOUT TYP TYPICAL lop, FLARED END SECTION - �{ ` LD J LOADING DOCK . U1;1111ry HEADWALL BOLLARD FD DUMPSTER PAD v ® SEWER MANHOLE CB CATCH BASIN -- SIGN -CS CMP CORRUGATED METAL. PIPE CURB STOP &;BOX SIGN DOUBLE4 WV CO CLEANOLUT WATER VALVE & BOX DCB DOUBLE CATCH BASIN v TAPPING SLEEVE, VALVE & BOX -- - r STEEL GUARDRAIL 00. DMH DRAIN MANHOLE y SIAMESE CONNECTION - - WOOD GUARDRAIL, If`D �� CIP CAST IRON PIPE FIRE, HYDRANT t WM E WATER- METER COND CONDUIT J - - - _ PATH v PIV TREE LINE 0 POST INDICATOR VALVE: DIP` DUCTILE IRON PIPE ` ;; - -�•� =,� WIRE FENCE G. WATER WELL FES FLARED END SECTION - -•------«- FENCE So GASGATE FM FORCE MAW --- - --- -- -- STOCKADE FENCE El p GAS METER F&G FRAME AND GRATE STONE WALL • Lie ELECTRIC MANHOLE : F&C FRAME AND COVER -- RETAINING WALL EM EM GI GUTTER INLET" 13 ELECTRIC METER STREAM / POND / WATER COURSE LIGHT POLE GT GREASE TRAP -- ... DETENTION BASIN O3 Tilil •- TELEPHONE MANHOLE HDPE HIGH DENSITY' POLYETHYLENE PIPE. L ..� HAY BALES x SILT FENCE r_ 0 TRANSFORMER PAD HH HANDHOLE SILT SOCK / STRAW "WATII E HW HEADWALL UTILTY POLE HYD HYDRANT - - ---- 4 MINOR CONTOUR 0- GUY POLE INV INVERT ELEVATION �20- MAJOR CONTOUR L GUY WIRE & ANCHOR HH HH I= INVERT ELEVATION 0 PARKING COUNT p10 pa El PB HAND HOLE LP LIGHT POLE C1U COMPACT PARKING STALLS El PULL BOX - MBS METAL- END SECTION D _._.�� DYL DOUBL.E YELLOW LINE MStCMins ••��,� •-'•,. .. i.�� MATCHUNE PWW PAVED WATER WAY STOP LINE PVC POLYVINYLCWLORIDE PIPE �, I I I i 111111 111111 CROSSWALK. PIV POST INDICATOR VALVE ACCESSIBLE CURB RAMP RCP REINFORCED CONCRETE PIPE ACCESSIBLE PARKING R- RIM ELEVATION Y VAN -ACCESSIBLE PARKING VAN SMH SEWER MANHOLE TSV TAPPING SLEEVE, VALVE AND BOX UG UNDERGROUND UP UTILITY POLE Notes: General Layout and Materials 1. CONTRACTOR SHALL NOTIFY ."DIG -SAFE" (1-888-344-7233) AT LEAST 72` HOURS BEFORE EXCAVATING, 1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE ' OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. 2 CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. 2. CURB RADII ARE 5 FEET UNLESS` OTHERWISE NOTED. 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS, AND WALKWAYS SHALL BE 3 CURBING SHALL BE VERTICAL GRANITE CURB (VGC) WITHIN THE SITE UNLESS OTHERWISE INDICATED° CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH 'DISABILITIES ACT AND WITH ON THE PLANS. STATE AND LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT); 4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS` CONTIGUOUS TO THE 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES BUILDING, INCLUDING SIDEWALKS, RAMPS.., BUILDING ENTRANCES STAIRWAYS UTILITY PENETRATIONS, (BUILDINGS, PAVEMENTS WALKS, ' SHALL RECEIVE 4 INCHES (R I-lC , ETC.) LOAM AND SEED. CONCRETE :DOOR- .PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC. 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM 5. R PROPOSED BOUNDS AND ANY ;EXISTING PROPERTY LINE MONUMENTAIION DISTURBED DURING EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS. CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL INCENSED SURVEYOR. 6. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK 6. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE HIGHWAY AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. 7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION.' NOTIFICATIONS` 7. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT OR NECESSARY ITS :AND APPLY F AND OBTAIN CE RY PERMITS, FEES, AND POST BONDS .ASSOCIATED WITH NECESSARILY .SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE THE WORK INDICATED ON THE DRAWINGS, IN: THE SPECIFICATIONS AND IN THE CONTRACT CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS LITERATURE, SHOP DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS AND FIRE HYDRANTS WITHOUT DRAWINGS :AND FIELD MEASUREMENTS or SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT - APPROPRIATE PERMITS. FEATURES. $. T{-thrrlG, ..ICNAGE AND 1zAVCF.iEPtT MAC2tQt,{CE WALL 00NF'0nM TO THE irlhNUftiL OF tJt+IEFORi+A Tt2AFFiG' 6. - GOIVTii C dE� N9 !=C OiV - A T StIALL NOT RELY SOL.EL7 ON �E.CGTICOIVEG 1/ERSIQIVS OF PVi SP iFICATI 3, AND CONTROL DEVICES. DATA FILES. THAT ARE OBTAINED FROM THE DESIGNERS; BUT SHALL VERIFY LOCATION 'OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE 9. AREAS OUTSIDE THE LIMITS .OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. SHALL BE RESTORED BY THE CONTRACTOR TO 'THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE Demolition 1Q. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, 1. CONTRACTOR SHALL REMOVE: AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER POLES, SIGNS, ETC. UNLESS INDICATED' OTHERWISE ON THE DRAWINGS., REMOVE AND DISPOSE OF IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10 FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS. 11. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS. 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS. THE 12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY ADDITIONAL COST TO OWNER. REPRESENTATIVES. 13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL IMPACTS TO OFF SITE AREAS, AND, SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES. ANY, AT NO COST TO OWNER. 4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS- IS INTENDED TO AID THE CONTRACTOR DURING THE 14 THIS PROJECT DISTURBS MORE THAN ONE N ACRE OF LAND AND FALLS WITHIN THE. NPDES BIDDING AND CONSTRUCTION PROCESS. AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AND EPA JURISDICTION. PRIOR TO THE START OF OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF CONSTRUCTION CONTRACTOR IS TO FILE. A CGP" NOTICE OF INTENT WITH THE EPA AND PREPARE A DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO =PERFORM THE WORK AND SHALL MAKE NO STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE NPDES REGULATIONS. CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF INTENT WITH THE EPA., LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS ` DISCOVERED DURING EXECUTION OF THE WORK. Utilities 5. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE ENGINEER HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE 1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN. APPROXIMATE PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS TOXIC , REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVES HAVE VE NOT INDEPENDENTLY () E DENTLY VERIFIED WASTES OR POLLUTANTS AT THE PROJECT SITE.. THE ENGINEER SHALL NOT BE RESPONSIBLE :FOR THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY' AND HOLD HARMLESS THE ENGINEER NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT FROM ANY. CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO THAT ARE NOT SHOWN ON THE PLANS. PRIOR. TO ORDERING MATERIALS AND BEGINNING ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT CONSTRUCTION, THE CONTRACTOR SHAM VERIFY AND DETERMINE THE EXACT LOCATIONS. SIZES, INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM ASBESTOS OR OTHER HAZARDOUS MATERIALS. THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS- OF WAY. Erosion Control 2. WHERE AN EXISTING UTILITY IS FOUND- TO CONFLICT WITH THE PROPOSED WORK, OR -EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS 1. PRIOR TO STARTING ANY 'OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE INTENDED, THE LOCATION, ELEVATION, AND :SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE IDENTIFIED IN FEDERAL„ STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO' PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES ON A WEEKLY BASIS ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT. (MINIMUM) OR AS REQUIRED PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR SHALL ADDRESS DEFICIENCIES AND MAINTENANCE ITEMS WITHIN TWENTY-FOUR HOURS 3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH OF INSPECTION. CONTRACTOR SHALL PROPERLY DISPOSE OF SEDIMENT SUCH THAT IT DOES NOT ELEVATIONS ON THE GRADING AND UTILITY PLANS.. ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS. 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION SHALL BE SET/RESET AS FOLLOWS: IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT. A. PAVEMENTS AND CONCRETE SURFACES: FLUSH 4.. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT 'EARTH MATERIALS ARE EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH STABILIZED TO PREVENT EROSION. C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT' GROUND COVER, SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION. CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. 5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE' UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENT'S PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILJTY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT Existing Conditions Information 6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR 1. BASE PLAN: THE PROPERTY LINES SHOWN WERE DETERMINED BY AN ACTUAL FIELD SURVEY POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, PERFORMED BY HERITAGE SURVEYS IN 2000. FIRE ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES COMPANY. 2. TOPOGRAPHY: ELEVATIONSAREBASED ON NGVD DATUM. 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN: 3. NO RESOURCE AREAS REGULATED UNDER THE WETLANDS PROTECTION ACT OR RIVERS PROTECTION ACT ARE LOCATED WITHIN THE PROJECT AREA. A. WATER PIPES -SHALL BE CEMENT TUNED DUCTILE IRON (CLDI) FOR FIRE SERVICES AND TYPE "K` COPPER FOR "DOMESTIC SERVICES. Document Use B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE (PVC) SEWER PIPE 1. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL C. STORM DRAINAGE PIPES SHALT BE HIGH DENSITY POLYETHYLENE (HDPE). SERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, -FOR ANY PURPOSE OTHER THAN FOR WHICH IT WAS CREATED WITHOUT TIME EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZED D. PIPE INSTALLATION AND MATERIALS SHALL ;COMPLY NTH THE STATE PLUMBING CODE WHERE USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS DOCUMENT APPLICABLE. CONTRACTOR SHALL COORDINATE WITH LOCAL PLUMBING INSPECTOR PRIOR TO SHALL BE AT THE USER'S SOLE` RISK WITHOUT` LIABILITY OR LEGAL EXPOSURE TO VHB. KONG WORK. 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, INSTALLATION, AND 13ACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON THE DRAWINGS. 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S REQUIREMENTS. 10. ,ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN.) SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND ;LOCAL MUNICIPAL STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM DIAMETER SHALL BE 5 FEET. One Federal Street Building 103-3N Springfield, MA 01105 413.747.7113 4-D Coaster • S X Flags J NewEngland 1623 Main Street Agawam, Massachusetts No. Revision Date APpvd. Review OF�' MI ,HAEL R. 9�y PETRIN o CIVIL ENG. No. 45895 � Drawing Number sheet of 1 8 Project Number' 13630.00 0 d [D {V O tD O I�3 Q N 7 7 d T a v -C -0 O d a J d Of W f�l F- Le. z d 0 IaJ Cl. co u7 N �D O N M O N 3 CP 3 Q 0 Y) C TS Q) 200 0 200 400 SCALE IN FEET NOTE: INTENT OF PLAN IS TO SHOW PROJECT LOCATION IN RELATION TO OVERALL PARK, SEE ENLARGEDPLANS WITHIN SET FOR ACTUAL LIMITS OF PROJECT AREA: 4-D Coaster Six Flags New England 1623 Main Street Agawam, Massachusetts No. Revision Date Appvd Sheet ' of 2 8 Project Number 13630.00 NOTE: SEE RIDE MANUFACTURER PLANS FOR DIMENSIONS TO LOCATE RIDE PIER FOUNDATIONS AND SIZE. 30,5 4- D Coaster Six Flags New England 1623 Main Street l Agawam, Massachusetts I No. Revision Date Appvd., 1 GENERAL UPDATES 9 12' 16 JJF 2 UPDATES RESULTING FROM 10/05/16 JJF RAISING BLDG FF. 3 ADDEDMERCH AND SHACK BLDG 2/10/17 JJF luV ew L issued for Date August 4, 2016 R Drawing Number OF MCW4 MICHAEL R. PETRIN N vCIVIL ENG. sheet of No 45&.95 4 AL Project Number 13630.00 CURB VARIES 70, FINISH GRADE 15% (MAY-) REVEAL 1.0% (MIN - \ ; . rruMINOUS TOP COURSE FINISH f °.0 0 °, ° a ": ° 2 BITLL��MI OUS D NSE BINDER COURSE PAVEMENT ♦ ` ° . ° o.a8 o O op ° o ° O ;o Q BITUMINOUS CONCRETE PAVEMENT ° ° G 1Y4" SURFACE COURSELU 1Y4" BINDER COURSE O Q o0 0 oa .C3o0g o V0 8" COMPACTED GRAVEL MAX STONE SIZE) a.o o ° ° COMPACTED SUBGRADE � : �� COMPACTED SUBGRADE NOTE BOTH SURFACE AND BINDER MATERIAL SHALL BE DENSE MDC HEAVY DUTY FLEMBR'E PAVEMENT Bituminous Concrete Sidewalk 1 1b , . - • � Bitnnn.inous Concrete Pavement Sections � N.T.S.Source: VHB LD 422 N.T.S. Source: VHB LD_4 v NOTES 24" DIA ACCESS 1, ALL SECTIONS SHALL BE DESIGNED FOR H$-20 LOADING.DIAMETER OF STRUCTURES • ° SHALL BE COORDINATED WITH PIPE CONFIGURATIONS. i t 48" DIA.;(MIN.) i 2• COPOLYMER MANHOLE STEPS SHALL BE INSTALLED AT 12" O.C. FOR THE FULL DEPTH OF THE STRUCTURE. ALTERNATE TOP SLAB 3. PROVIDE OPENINGS FOR PIPES WITH 2" MAX -a CLEARANCE TO OUTSIDE OF PIPE. MORTAR 2 24" DIA. ALL PIPE CONNECTIONS. 0 FINISH 8" ACCESS 8" N GRADE 4. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER. SEE NOTE S. :.. 5. DRAIN MANHOLE FRAME AND COVER SHALL �n BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 N z "' • d :.'' '. .' BRICK COURSES TYPICALLY, 5 BRICK :.' uoQm zUjw� COURSES MAXIMUM) ua V Z : , o STEPS, SEE d ,. SEE NOTE 4. w p L F- NOTE 2. o tA N a z ZY : ` 48" DIA.;(MIN) ' SHELF TO BE CONCRETE FORMED 69 AT SLOPE OF 3" PER FOOT. f OUTLET y a o O L LLJ o p to ,a. q .1_ r o j a oW- w in ca SEE NOTE 3. z0. a CEMENT CONCRETE INVERT COMPACTED GRAVEL 0 �r COMPACTED SUBGRADE a Drain Manhole (DMH) 1/16 o N.T.S. Source: VHB LD-115 . a a 0 L E� a PAVED AREA LANDSCAP SEE APPLICABLE PAVEMENT SECTIONS COMPACTED GRANULAR FILL SAWCUT _1 vy o � o �b „ o°$ o "R 0 a 0O 0 a i 11 rn � N z Uj <? icy 133 `d :D AREA COMMON FILL/ ORDINARY BORROW DEPTH AND SURFACE TREATMENT VARIES WARNING TAPE . HAND TAMPED HAUNCHING COMPACTED BEDDING 12" MIN. SUBGRA ED Notes 1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH DETENTION BASIN BERMS' OR OTHER SUCH SPECIAL SECTIONS, PLACE TRENCH. BACKFILL WITH MATERIALS SIMILAR TO THE 'SPECIAL SECTION REQUIREMENTS. 2. USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES. 3. FOR HDPE PIPE, ,DIMENSION IS 24 INCHES. Utility Trench 6/08 N.T.S. Source: VH13 LD'-300 O , V 24,E SQUARE , OPENING YP co One Federal Street 'd i 48" MIN. DIAMETER , Building 103=3N ALTERNATIVE ECCENTRIC CONE SECTION ALTERNATIVE TOP SLAB : Springfield, MA 01105 FINISH GRADE 413.747.7113 „ 8" 248'. SEE NOTE 4 NOTE 3LU �O FINIShI GRADE' N a ; w ,. ooW° 48" MIN: DIAMETER OUTLET LU ICI a. LA CY � Q LU NVERT ----- • OPENING WITH MORTAR' CONNECTION SEE NOTE 2, v COMPACTED p tA GRAVEL 12" Uj 4" CEMENT CONCRETE`S W.W. MESH o tTYP) COMPACTED (6x5w1.4xw1.4) �" .. SUBGRADE 8" COMPACTED GRAVEL FLAT SHEETS, (17�" MAX STONE SIZE)' CENTER DEPTH 0 o d o o a o ry COMPACTED - o <o .O: SUBGRADEMW NOTES 1. ALL SECTIONS SHALL BE DESIGNED FOR HS-20 LOADING. 11Totes 2. PROVIDE OPENINGS FOR PIPES WITH 2" MAX. CLEARANCE TO OUTSIDE OF PIPE. MORTAR ALL 1. CEMENT CONCRETE SHALL BE PIPE CONNECTIONS. 4000 PSI -TYPE Ii 2. SPECIALTY CONCRETE COLOR & 3. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUTYL RUBBER. PATTERN SELECTED BY SFNE 4. CATCH BASIN FRAME AND GRATE SHALL BE SET IN FULL MORTAR BED. -ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 BRICK COURSE$ TYPICALLY, 5 ;BRICK COURSES MAXIMUM). Concrete Walkway at Queue Line Catch Basin (CB) IJ16 N.T.S. N.T.S. Source: VHB LD_100 Elevation Notes: 1 FENCE DESIGN BY SIX FLAGS NEW NGLAND VENDOR. 2. MATERIALS TO BE SUPPLIED AND INSTALLED IN CONFORMANCE WITH "CHAIN LINK 'MANUFACTURER'S INSTITUTE" PRODUCT MANUAL. Decorative Fence: Outside of Queue Line I 03 N.T.S. Source: VHB REV LD-481 1.5" DIAMETER GALVANIZED PIPE 5' ON CENTER (TYP) 1 ; Z~ :... 3'—CH GRADE LLJ CORE INTO CONCRETE AND SET WITH EXPANSION GROUT Notes: 1. FENCE DESIGN BY SIX FLAGS NEW ENGLAND VENDOR. 2. MATERIALS' TO BE SUPPLIED AND INSTALLED IN CONFORMANCE WITH "CHAIN LINK MANUFACTURER'S INSTITUTE" PRODUCT MANUAL. Pipe Rain Fence :Between Queue Line N.T.S. 4-D Coaster Six Flags New England 1623 Main Street Agawam, Massachusetts, No. Revision Date Appvd 7 �N 4F �1,ISs m IICI�Ai+L PER. 9`y CRIN CIVIL ENG. 4 meet of No.4%% 7 $ N rs V Project Number 91411 + 13630.00 \\vhb\proj\Springfield\13630.00\cad\Id\Planset\13630-DT.dwg MUNICIPAL STANDARDHYDRANT RIPRAP STONE FES STONE PUMPER CONNECTION NO. X Y Z DIA. (Dso) FINISH TO FACEROAD. X " GRADE 3' TYPICAL (SEE NOTE 2.) { {\\ \ TRASH GRATE, FACE OF CURBING OR TO MUNICIPAL STANDARD) h//\ \ \ 3 I I I GA APPROVED FLVANIZED EEL ].2" � GATE VALVE WITH \/\\\\�\ 1 I I EQUAL ADJUSTABLE RISER\�/{ I ] (2" X 2" MAX. BOX AND COVER \{\ \ I I OPENING SIZE) PAVEMENT COMPACTED MATERIAL /\i\ I f I j OVERFLOW ----- APP X. M SURFACE O °G AS RECOMMENDED /\ '7 ELEV.74.5 ' BY GEOTECHNICAL ENGINEER \ _ 0 i � OF ENERGY � \ a 0 i m DISIPATION } v 104 YR STORM ----- BO PEAK ELEV.73.5 ?Z a Q SEE NOTE 2, THREADED SEA SAFETY BAR(S) '7 10 Y STORM SEALED CAP FINISH GRADE DRILL AND MORTAR HORIZONTALLY PEAK ELEV. 72:6 COMPACTED SEE NOTE 1. N0.6 REBAR EQUALLY SPACED. I >nRcr:rt�� FEARTH (00"* ? - , 12S" 1 fiAEim!(tinudN1 24" - I BAR 0 2 YR STORM 30,.- 2 BARS I P�.AN' � � THRUST BLOCK -.MIN. — — -� - --- — — — —� , A— %%�j\ 36" - 2 BARS I � � BEARING 9 S.F., j 4(D�`i - PEAK ELEV. 71.8 48" - 3 BRAS L.APRON EDGE TO ;,, DO NOT BLOCK DRAIN.10 I2 OUTLETWp BE SET LEVEL 5" DIA. PIPEWITH F NOTES: SAFETY BARS TO BE I LARED END \ OMITTED WHERE C MW INVERT ELEVATION TfE /% 4" ORIFAINDICATED ON PLANS.P) �ELFV.71. CE WYE IN LINE 4, PATECOMPACTED z 45° EL -END OF LINE. °, 4 :,Q BANKMENT SUBBASE \ 45 PVC BEND \ \/ , PRECAST FLARED END SECTION% ° o SLOPE I:1tECHANICAL (MAX-)) o JOINT (TYP.) P. STONE FOR PIPE ENDS - o ° i FINISH�' cd " FLOW — GRADE �- \ -- CONCRETE CEMENT CONCRETE 18"X18"X6' COMPACTED GRAVEL \ THRUST BLOCK CONCRETE BASE INFILL PVC;(SDR35) \\ Z N COMPACTED CRUSHED STONE COMPACTED SUBGRADE °° SUBGRADE (MIN. Y C.Y.) SEE PLANS FOR INVERT AND PIPE SIZE ENERGY DISSIPATION BOWL FILTER FABRIC NOTES. NOTES' .\ \ COMPACTED SUBGRADE I. CONCRETE THRUST BLOCKS TO BE USED ONLY WHERE THEY CAN BEAR ON UNDISTURBED EARTH CRUSHED STONE BEDDING AS SHOWN. USE CLAMPS AND TIE RODS OR OTHER ACCEPTABLE METHOD OF JOINT RESTRAINT I. PROVIDE OPENINGS FOR PIPES WITH 2 MAX. CLEARANCE TO OUTSIDE SECTION A -A OF PIPE. MORTAR ALL PIPE CONNECTIONS. (2" STONE SIZE) WHERE SOIL CONDITIONS PROHIBIT THE USE OF THRUST BLOCKS.. 2., HYDRANT IN SIDEWALK AREAS TO BE LOCATED TO PROVIDE MINIMUM CLEAR SIDEWALK 2. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED PASSAGE WIDTH OF 3 FEET AT HYDRANT. BUTYL RUBBER. Cleanout - Landscape Area. 1/16 Flared End Section (FES) with Stone Protection" I/16 Hydrant Construction N.T.S. SourCe: VHS/16 Pond outlet Control Detail 1/16 LD_302 N.T.S. Source: VHB , LD.�134 N.T.S. Source: VHS LID 250 N.T.S. Source: VHS REV LD 163 0 6 E `a LL o_ 0 uj 0 r` 0 N O L 6 D L LL T O L_ -0 N A F- a 0 n_ n �n r2 CV O N N N 7 Q 0 0 a 0 6 in 4-D Coaster Six Flags New England 1623 Main Street Agawam, Massachusetts No. Revision Dates Appvd. 1 OUTLET CONTROL DETAIL 8/29/12 JJI- Drawing Number OF Cm8 <MICHAEL R. y ITRIN N CIVIL ENG. Sheet of ND. 458.95 8 8 AL Project Number 13630.00 u ELEVATION PLAN SECTION AT 50/ SE D 14211111 AT 25/ FREE SPIN NOTE: DIMENSIONS IN FEET, ARE APPROXIMATE