Loading...
8661_SITE PLAN - 1623 MAIN ST..pdftlaCfl~- 0\ +e p~(\- t~'~3 ~ta(() St-. -D l'fc!.g (.JOn ddd b~Nfl #1 My ddld'~'i d \\;, 'aG ,!! i 1Mbf! Ha 7', CJ ..!l .., USE Ll'I ru .., ;r CJ Cl Cl Cl =r .... .... .., Cl Cl f'- PostagE! $ CertifiedFea Return Receipt Fee (Endorsemeot Aaquiradj Postma"' He'" Restricted D6!iveJY Fee (Enill)rsemen! Aaquire<i) Total Postage & Fees $ ,n, ~~"'ijnl1rriiir-~iinir' ....,'~iinli--------~~~-~--.,'r' ~~ Certified Mall Provides: • A mailing receipt • A unique Identifier for your mallpiece • A record of delivery kept by the Postal SelVlce for two years Important Reminders: • Certified Mail may ONLY be combined with First--Class Mai~ or Priority Malll& • C"utified Mail is IKltavailabla for any class of international mail. • NO INSURANCE COVERAGE IS PROVIDED with Certnied Mail. For valuables, please consider Insured or Registered Mall. • For an additional fee, a Rerum Rec9iDt may be requested to provide proof of delivery. To obtain Return Reoeipt service, prease complete and attach a Aetum Reoeipt (PS Form 3811) to the article and add appliCable postage to cover the tee. Endorse mailpfice -Retum Receipt Requested~. To receh/E! a fee waiver for a duplicate return racetpt, a USP&!. postmark on your Certified Mail receipt is reqUIred. • For an additional fee, delivery may be restrioted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement ~R(JBtricted1JeJWery·. • If a postmari< on the Certified Mall receipt is desired, please present the arti-cle at the post attice for postmarking. If a postmark on the Certified Mall rec&ipt is not needed, detach and affix !abel with postage and mail, IMPORTANT: Save this recelp! and present It when making an Inquiry. PS Form 3800, ALlgUSl2C06 (ABVt!Jrse) PSN 7530-02-000-9047 For delivery information VISit our website at www usps.com P-.e $ 1------1 Certified Fee o o Retufn ReceIpt Fee 0: (Endorseme.nt RequITed) o ~--------~ Restr!ded DaRw»y Fee o (Endorsement Required) '" i--------i ~ ~'~~~P-'-":gr·-·~F~+_~$;:::::~::::~--------------.~ ~ i ::~Ai>i.lWiV~.Y~h:0L .......................................... 1 ~ i~~::;~4····································································1 Certified Mail Provides: • A mailing receipt • A unique identifier for your mailpisce • A record of delivery kept by the Postal Service for two years Important Remlndors: • Certified Mail may ONLY be combined with Am·Class Mail0 or Priority Maile. • Certified Mall is not availab!e for any class of international mail. a NO INSURANCE COVERAGE IS PROVIDED w;'h Certffie<l Mail. For valuables. please consider Insured or Registered Mail. • For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Rerum Receipt service, please complete and attach a Retum Receipt (PS Form 3811) to the article and add app!icable postage to cover the fae. Endorse mailpiece "Retum Receipt Requested", To receive a tee waiver for B duplicate retum receipt, a USP&; postmark on your Certified Mail receipt is reqUired. • For an additional fee, delivery may be restricted to the addressee 0( addressee's authorized agent. AdVise the clerk or mark the maHpisce with the endorsement ~RB$'rictedDeliv6ry". • If a postmark on the Certified Mail receipt is desired, please-present the arti· cle at the post office for postmarkil'lg. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and maiL IMPORTANT: Save Ihis receipl and pre.enlll when making an Inquiry. PS Form 3600, August 2000 (Reverse) PSN 7530..Q2-000-9047 · . CERTIFIED MAIL" RECEIPT ..n I"-U1 I"- (Domestic Mail Only; No Insurance Coverage Provided) W ~ __ ~~~~~~~~~-=~~~~~=-__ -O W W m m 0 0 Cl 0 I"-;r 0 CertffiadFee Return Recelpt Ffi (Ertdorsement Requlrod) AS$tricted D&llvery Pee (EJ\dorsemertt Required) Total Postage & Fees Postmark "". $ ~ ~=: .. ~,,,.w.,b:~ .(~L~Sj].~.~ .................................... .. ,...., .:;.traet,~. JYO., .'JJ CJ or PO Box No. I'- Certified Mall Provides: • A mailing receipt • A unique. identifier for your mallplece • A record of delivery kept by the Postal Service for two years Important Remlndors: • Certified Mail may ONLY be combined With First-Class MaI\D or PriOrity Malle. • Certified Maills not available for any class of international mail. • NO INSURANCe COVERAGE IS PROVIDED wilh Certified Mail. For valuables, please consider Insured or Registered Mail. • For an additional fee, a Return Rsce;pt may be requested to. provide proof o.f dallvelY. To. obtaio Retum Receipt S13MC9, prease complete and attach a Retum Receipt (PS Form 3811) to the article and add applicable postage to cover tile fee. Endorse maUpiece -Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPSa postmark on your Certified Mc1i1 (E~ceipt is reqUIred. • For an additional fee. delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailplec& with the endorsement "RestrictedDellvery", • If a postmark on the Certified Mati receipt Is desired, please present the arti· cia at tne post office for postmarking, If a postmark on the Certlfied Mail receipt js nat needed, detach and affix label with postage and mail. IMPORTANT: Sa.e this receipt and presenllt when making an Inquiry. PS Form 3800, August 2006 (FievtJrse) PSN 7531).02·000-9047 CERTIFIED MAIL", RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) Postage $ f--------j Cartlrted Fee rn t:J Relum Racelpt Fee Cl (EndormmlSr1t Required) o Restricted OeUVGf)' Fee t-------j (Endorsement Required) CI r'-::r CI f------J Total Postage & Fees $ Postmalil Here to W ~ y, .•.•. -..p--........... .D. .. n.fL .............................................. . 0 0/;;'80::'·; 14 &\ \Y r'-citiiSiSi.;ZIP+4 .• --..•.•.•.••• --... . .. '" .. -.......... ---....... "-'" ...•..... -.. - 111'1 !ill" "111111 ~lIlIllIll Inlll1l 'II111"IIr0I1III1I,'I'IIIII'"IIIIIIiIl' Certified Mall Provides: • A mailing receipt • A unique identifier for your meilpiece • A record of delivery kept by the Poetal Service for two years ImpDrllJnt Remlnde"" • CertHied Man may ONLY be combined with First·Class Mal .. or Priortty Malle. • Certified Mall is not available for any claes of international mall. • NO INSURANCE COVERAGE IS PROVIDED with Cartlfled Mail. For valuables, plea&& consider Insured or Registered Mail. • For an addltional fee, a Return ReceIpt may be requested to provide proof of delivery. To obtain Retum Receipt servICe, please complete and attach a Retum Receipt CPS Form 38111 to the al1lcle and add applicable postage to cover the fee. Endorse mallpiece Retum Receipt Requested". To receive a fee waiver for a duplicate return receipt. a USPSe postmark on your Certified Mall receipt is reqUired. • For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk. or mark the mallpisce with the endorsement -Restricled1J8Iivery·, • If a postmark on the certified Mall recel~ Is deSired, please present the arti~ c1e at too post ottlce for postmarking. If a pOS1mark on the certified Mail receipt is nof needed. detach and affix label with postage and mail. IMPORTANT: Savs Ibis rscelpt an4 prlsentl! wilen making an Inquiry. F:'S Form 3800, August 2006 (Reverse) PSN 7530-02·00tH~047 CERTIFIED MAIL, RECEIPT (Domestic Mail Only: ND Insurance Coverage Provided) rn o Return Reoolpt Foe CJ (Endorsement Reqtllred) 1-__________ -/ Cl Restticted D9Ilvery Fee (Endorsement RequIred) Cl 1---------1 Postmalio: H ... ~ ~"~O~m~IP_~~mg==.~&~~=;~$::::::;::;;:~ ________________ -; M M Cl r-GhY.SiS/iJ,~:tip+4·················--------·--·--··----·-·----..•..•. ---.-.----....•.•. 'P'I' 111111111111"1 ~IIIIIIIII rlllllil 1IiUI "111111'11111111 11111111'111111111 Certified Mall Provides: • A mailing receipt • A unique identifier for your maUplece • A record of delivery kept by the Postal Service for two years Important Remlndttl$: • Certified Mail may ONLY be combined with First·Class Mails or Priority Mail$. • Certified Maills notavailable for any class of international mail. a NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mall. • For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt SaMee, please complete and attach a Return Receipt (pS Form 38H) to the article and add applicable postage to cover the fee. Endorse mailplece "Retum Receipt Aequesl:ed~. To receive a fee waiver for 8 duplicate retum receipt, a USPSg postmark on your Certified Mail receipt is required. . • For an additional fee, delivery may be restricted to th.e addressee or addressae's authorized agent. Advise the clerk or mark the mal/piece with tho endorsement -RestriCledDelivery". • If a postmark on the Certified Mall reoeipt Is desired, please present the art!· cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix !abel with postage and ma!L IMPORTANT: Save this receipt and preseDt it when making an inquiry. P$ FOITTI 3800, August 2006 (Reverse) PSN 7530-02-000-9047 CERTIFIED MAIL" RECEIPT t'-(Domestic Mail Only; No Insurance Coverage Provided) ~~~iij~~ii~~~~~ji~ t'- IT" IT" IT" rn Certified Fee rn R"om R"","p' F" g (Endorsement Required) o Restricted Dallvely F96 f-------j (Endorsement Required) 1------1 Total Postage & Fees $ s.nt 0 M M ~A,t:irAio:;~--'­o 01 PO Box No. t'-cltj.isiafs,·zlP+4-----_·---·_·--------------------------.--.--.--.--.--.---------.--.-- Certified Mall Provides: • A mailing receipt • A unique identifier for your mailpieOO • A reoord of delivery kept by the Postal Service for two years Important RBmlll~"" • Certified Mall may ONLY be combined with First--Class Mailq, or Priority Malts. • Certified Mall fs notavailabl& for any claSs of intemational mail. a NO INSURANCE COVERAGE IS PROVIDED with Certlfted Mail. For valuables, please consider Insured or Reg!stered Mail. • For an additional fee, a Return ReceIpt may be requested to provide p!:oof of delivery. To obtain Retum Receipt servICe, please complete and aUach a Return Receipt (PS Form 381 f 1 to the article and add applicable postage to cover the tee. Endorse mailplece Retum Receipt REI~$ted·. To receive a fee waiver for a duplicate return receipt, a USP~ postmark on your Certified Mail receipt is requlred. • For an additional fes, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mallpleoe with the endorsement "RBstrictBCJ7Jelivery". • If a postmark on the Certif!ed Mail reoelpt Is desired, please present the arti· cle at the pos.t offioe for postmarking. If a ppstmark on the Certified Mail receipt is not needed, detach and affix label with pGstage and mail. IMPORTANT: Save Ihls receipt and present II when making an Inquiry. PS Form 3800, August 2006 (Reverse) PSN 7530-02·000-9047 " . Cl CERTIFIED MAIL RECEIPT (Domestic Mati Only: No Insurance Coverage Provided) ~ ~ii~iiiiiiii~iijjiiiiiiiiiii~~~amiiii~ ~~~O~F~F~~iC~~I~A~l~U~S~E~ .1l I"- CJ Posta •• f-$:..-------l Certffted Fee o Retum Receipt Fee g (Endorsement Required) I-------J Restricted ~Hvory Foe o (Endorsement Required) I-------l .., f'-Total Postage. & Fees $ CJ ,., ::;: I ::.:O,~,.y,\:'.h.0:::f..5;S::~ ...... , .... , .... ,."." ......... .. o ~tr99t • .-.,JL 1110,; r--or PO Box No, cil:Y.SiaiG:ZiP+'i'~~"--~---"'--."--""-"---""--'-'---'--'._._--"0-._ .... _-._._.- Certified Mail Provides: • A mailing receipt • A unique Identifier for your mailpiece • A record of delivery kept by the Postal Service for two years Important Remlnd6rs: • Certified Mail may ONl.. Y be combined with Flrst·Class Mail® or Priority Mail®- • Certified Mail is not available for any class of Internationa! mail. • NO INSURANce COVERAGE IS PROVIDED with Certified Mali, For valuables. please consider Insured or Registered Mail. • For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Retum Receipt servIce, please complete an-d attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. EndOfse mailpiece -Return Receipt Requested8 , To receive a fee waiver for a duplicate rsturn receipt, a USPS® postmark on your Certified Mall receipt is reqUIred. • FOT an additional fee, delivery may be restricted to the addressee or addressee's authorized agent Advise the clerk or mark the maUpiece with the endorsement "RestrictedTJe/ivery-. • If a postmark on the Certified Mal! receipt is desired, Please-present the arti· cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with pOs1age and mai!. IMPORTANT: Savelhis receipt and present It when making an inquiry. PS Form 3BOO, AUgUst2006 (Reverse) PSN 753CHl2-000-9047 · . CERTIFIED MAIL" RECEIPT (Domestic Mall Only,' No Insurance Coverage Provided) I"'-:r ~L-'~O~'~~'~Fr'i~c~I~A~L~'_U~S~E~ JI I"'-P"""ge f-$-------l Certified Fes Postmark H.,e Certified Mail Provides: • A mailing receipt • A unique identifier for your mailpiece • A record of delivery kept by 1he Postal Service for two years Important RemInders: • Certified Mail may ONLY be combined with FirS1~Class Mai~ or Priority Mail0- • Certified Mail is nat available for any class of international mail. • NO INSURANCE COVERAGE IS PROVIDED wnh Certified Ma». For valuables, please consider Insured or Registered Mail. • For an additional fee, a Return Receipt may be requested 10 prOVide proof of delivery. To obtain Return Receipt servICe, please complete and attach a Return Receipt (PS Fonn 3811) to the article and add appUcable postage to cover the fee. Endorse mailpiece ~Return Receipt Aequested\ To receive a fee waiver for a duplicate return receipt. a USP~ postmark on your Certified Mail receipt is reqUIred. • For an additional fee, delivery may be restricted to the adaressee or addressee's authorized agent. Advise the clerk or mark the maHpiece with the endorsell1ent ~RestrictedneliveryM, • If a postmark on the Certified Man receipt is desired, please present the art!· cia at the past office for postmarking. If a postmark on the Certified Mail . receipt is nat needed, detach and affix label with postage a.nd mail. IMPORTANT: Save Ihis receipt and pre,enlll when making an inquiry. PS f'orm 3800, August 2006 (Reverse) PSN 7530-02-OOO-9(}47 CERTIFIED MAIL. RECEIPT (Domestic Mail Only; No Insurance Coverage Prow For delivery information VISl! our website at www.usps.cam~, -$ f-----j Cartffit!!d Fee m CJ Retum Receipt Fee o (Endorsement AequtmcJ) CJ Restt!etad Delivery Fee 1---------1 (Endorsement Required) 1------; Tota! Postage & Fees $ P<lstmari< H.", Certllied Mail Provides: • A mailing receipt • A unique identifier for your mailpiece • A record of delivery kept by the Postal Service for two years Importsnl nemlndeM: • Certified Mail may ONLY be combined with Flrst~Clas$ Mai~ or Priority Mai1~_ • Certified Mail is not available for any class of international mail. • NO INSURANCe COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. • For an additional fee, a Return Reoeipt may be requested 10 provide proof of delivery. To obtain Return Receipt servICe, please complete and attach a Return Receipt (PS Form 38'11} to tne article and add applicable postage to cover the fee. Endorse mailpiece Return Receipt Requested". To receive a fee waiver for a duplica.te return receipt, a USPS&-postmark on your Certified Mail receipt is reqUIred. • For an additional fee, delivery may be restricted to 1he addressee or addressee's authorized 8\W.nt Advise the clerk or mark the maUpiece with the endorsement ~R8strjctedD6lfvery". • If a postmark on the Certified Man receipt is desired, please present the arti- cle at the post office for postmarking, !f a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail, IMPORTANT: Save this receipt and present It when making an inquiry. PS Form 3600, August 2000 (Reverse) PSN 7530-02-{)00-904'7 CERTIFIED MAIL", RECEIPT (Domestic Mail Only. No Insurance Coverage Provided) Postage S 1--------1 Certified Fee rn CI Retum Aecelpt Fee CJ (Endorsement Requlfaa) 1--------1 CJ Restrtcted DellvaIY Fee (Endorsement Reqtl1red) f--------j Tota.! Postage & Fees erU 0 Postma.rk He ... Cerllfied Mail Provides: • A mailing receipt • A unique idenUfier for your maJlpiece • A record of delivery kept by the Postal Service for two years Important RemInders: • Certified Mail may ONLY be combined with First-Class Maita Of Priority Mailr&. • Certified Mall is not available for any class of international mail. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, ptease consider Insured or Registered Mail. • For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, prease complete and attach a Retum Receipt (PS Form 3811) to the article and add applicable postage to cover the fee, Endorse mailp!ece "Return Receipt Requested". To receive a fee waiver tor s duplicate return receipt, a USPSa postmark on your Certified Man receipt is reqUired. • For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endOrsement "RestrictedDEIlivery". • If a postmark on the Certified Mail receipt is desired, please present the arti~ cia at the post office for postmarkIng. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this recelpl and presenl II when making an inquiry. PS Form 3800,Augost 2006 (Reveme) PSN 7530.02-000·9047 · . CERTIFIED MAIL" RECEIPT (DomesI';; Mail Only; No Insurance Coverage Provided) poo~gee$ ____________ ~ Certified Fee ~ Retum A~pt Fee Cl (Endorsement Required) f-----------~ CJ Restricted Delivery Fee (Endorsement Required) f-------\ Total Postage & Feels $ Postmark ,*"e r'l ent °z:~1 (}.;.-~ ; (-'C ,..q :§fiiifit: APr o. r -----.. ------.-.---.---".------_. _.". ---. -.-.-----------.-.------.--.- o orPOBoxNo. ['-ChY,Si8is;ZiP+;i--------_·-------------------------------------.-------.-.".---.-.".- Certified Mall Provides: • A malling receipt .. • A unique Identifier for your mailpiece • A record of delivery kept by the Postal Service for two years Impot1Bnt RemlndertJ: • Certlflecl Mail may ONLY be combined with First~Class Mai~ or Priority Mai~ • Certified Maills notavalJable for any class of international ma!t. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mall. • For an additIonal fee, a Retum Receiptmay be r8C1uested to provide proof of deUvery. To obtain Retum Receipt Sel'\llCe, pleaSe com~lete and attach a Retum Receipt (PS Form 3811) to the article and add applicable postage to cover the lee. Endorse mallpiece "Return Receipt Requested". To receive a fee waiver for a duplicate retum receipt, eo USPSe postmark on your Certified Mall receipt is required. • For an additIonal fee, delivery may be restricted to the addressee or addressee's authorized agent, Advise the clerk or mark the mailpiece with the endorsement ~R6strlcte(fDelivery~. • If a postmark on the Certified Mall receIpt Is desired, please present the artj· cle at the post office for postmarking. If a postma.rk on the Certified Mail reteipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save Ihls recelpland presenlll when making an Inquiry. P$ Form 3800, August 2006 (Reverse) PSN 7530·02-000-9047 SENDER' COMPLETE THIS SECTION • Coroplete n ...... 1, 2, and 3. Also complete ~em 4 ~ Restricted Delivery Is desired. • Print your name and address on the reverse so that we can retum the caJd to you. • Attach this catd .. to the back 01 the mallpIece, or on the front ~ space perm~. 1. ArtIcle Addressed to: CZELAZEWICZ EDWARD CZELAZEWICZ BARBARA J POBOX604 AGA W AM, MA 01001 PS Form 381 t, February 2004 7011 0470 0003 3999 7682 UNIlEl STATES POSTAL SERVICE IIIIII First-class Mail Pos\ag!I & Fees Paid USPS -.• Permit No. G-10 ,: . • Sender: Please print your name, address, and ZIP+4 in this box· Vanasse Hangen Brustlin, Inc. One Federal Street, Building 103-3N Springfield, MA 01105 II!, .. " ,I i .. , II Ii , .. , j,i" .. Ii .. , I i .. l,i,·" II ,i ,j, ,i ,;Ii,j", II rn rl ..D r- CERTIFIED MAIL", RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) ~L---~~~~~~~~T-~~~~--~ ~ ~ rn rn CJ CJ CJ 0 r-;;r CJ Postage f-$:......------l CertifledFee Astum Receipt Fee (Endorsement Requlfod) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees $ Postme.ri: He", rl nt 0 . (U rl s..-.r,Apfll";;· ~-------------------------------------. ---, ------. --' ----------o or PO Box No. r-cny;siai6,·Zip+4-----------------------------_·----------------.---._.-.-.-----.---.-- Certified Mail Provides: ". • A maiimg receipt • A unique identifier for your maitplece • A record of delivery kept by the Postal Service for two years ImportantRem_: • Certified Mall may ONLY be combined with First-Class Mails or Priorfty Mallq,. • Certified Mail is not available for any class of intemationru mail. • NO INSURANCE COVERAGE IS PROVIDED wilh Certified Mail. For valuables, please consider Insured or Registered Mail. • For an additional fee a Retum Receiptmay be requested to provJde proof of delivery. To obtain RetUm Recelpt 9leTVICe, pfease complete and attach a Retum Receipt (PS Farm 3811} to the article and add applicable postage to cover the tee. Endorse mailpiece Return Receipt Requestedw• To receIve a fee waiver for a duplicate return receipt. a USP~ postmark on your CGl'tified Mail receipt is requIred. • For an addltionsl fee, delivery may be restricted to the addressee or addressee's authoriUd agent. Advise the clerk or mark the mailpiece with the end01s&ment ~RestrictedDeliVety". • If a postmark on the Certified Mall receipt is desired, please. present the arti~ ale at the post office for postmarking. If a postmark 00 the Certlfied Mail receipt is not needed, detach and affix labet with postage and mail. IMPORTANT: Sa •• IhiS receipt and pr •• enlll when making an inquiry. PS Form 3800, August 2006 (Reverse) PSN 753Cl-02-{10()"'9047 • Complete Ilems • 2. and 3. Also complete 118m 4 n _ Delivery Is desired. • Prtnl your name andaddrasa on the I'eVeISe so Ihet we can retum the card 10 you. • Attach this card 10 the back of the mailplece. or on the front n space permits. 1. PRYCE DANIEL D PRYCE WENDY M 1710MAINST AGAWAM. MA 01001-2513 D.I.dellveryaddreosdHlerantfrom._17 W YEs, enter delivery _ .... below: 3. ~1'ype i!).Qertmed Mall [J Registered [J Insunod Mall [J Express Mall ~Relum ReceIpt for MeroI18ndIse [J C.O.D. 2. ArtIcle Number--- rr-from ..me.. label) 7011 0470 0003 3999 7613 PS Form 381 t. FebrulllY 2004 DomestIc·Return ReceJpt 1~1S40 • Sender: Please print your name, add rest and ZIP+:f'Trit'hi~ box ~ ....... '".~~ Vanasse Hangen Brustlin, Inc. One Federal Street, Building 103-3N Springfield, MA 01105 CERTIfiED MAIL" RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) p~ger$ ____________ -1 Cart/fled Fee en CJ Retum Recelpt Fee r:::J (Endorsement A&qulred) D l=Iestrlcted OeilVEIty Fee r-----------j (EndOrsement ReqU!red) 1-------1 t:l Postmark Ho", ~ ~"~O~a~'P_O~,a=;ge~&=-FO~.~';:$:;~~::~~~ ________________ -, r:! ~.~:.-~,~.JY'L-_ .. _ .. Ent .. _ .... ~1k:: ... _ .. _ .... _ .. _._ ......... _ ~ ;:,treat, ~,. n().; r:J or PO Box No, r'- Certified Mail Provides: • A mailing receipt • • A unique identifier for your mailpiece • A re""'" of delive!Y kept by the Postal Service for two years Impotf.nl Remlmlers: • Certified Mall may ONLY be combined with First~Clas:s Mailt,. or Priority Maf1e. • Certified Maills not available tor aoy class of International ma.lI. • NO INSURANCE COVERAGE IS PROVIDED wHh Certified Mall. For valuables, please consider Insured or Registered Mail. • For an additional fee, a Rerum Rec81pl may be requested to provide proof of del~. To obtain A&tum Receipt Mrvlce, please complete and attach a Retum ReoolPt (PS Form 3811) to the article and add applicable postage to caver the fee. Endorse mailpJace Rerum Receipt Requested-. To receive a fee waiver for a duplicate return racelpt, a USPSq,. postmark on your Certified Mail receipt is required. • For an additional fee, delivery may be restricted to the addressee or aodressee's authorized agent. Advise the clerk or mark the mailplece with the endorsement -RestriCledIJellvery-, • If a postmark on the Certified Mall receipt Is desired, oIease present the artl~ cle at the post offICe for postmarking. If a postmark on the Certified Mall rG(I9lpt is not needed, detach anct affix labm with postaQ{t and mail. IMPORTANT: Save this recelpland present II when making an inquiry. PS Form 3SOO, AUgust ZOO6 (RevetSe) PSN 7530-02-000-9047 SENDER" COM~LETe THIS SeCT/ON • Compleie Items 1, 2, and 3. Also complete ItIm 4 If RestrIoIed DelIvery Is desIIad. • Pt1nt your name and addrees on \lie """""" so that we can I8Ium the caId to you. • Attach this caId to the back of the mallplece, or on the front If space permllB. MV ENTERPRISES INC POBOX 750 AGAWAM" MA 01001-2577 -----.. --~--, . 2. ArtIcle Number (7h!nsferfmm"'--0 PS Form 3811 , Februat)' 2004 7011 0470 0003 3999 7606 DomestJc Retum ReceIpt 1~.1!540 UNITED STATES POSTAL SERVICE IIIIII Firsl:Class Mail Po~ & F')es Paid USPS Permit No. G-10 .-------=--:.:..~===;-' • Sender: Please print your name, address, and ZIP+4 in this box' Vanasse Hangen Brustlin, Inc. One Federal Street, Building 103-3N Springfield, MA 01105 III"" "Ii", 1111" "1,1",,11,,, 11,,1,1, "II ,1,1 "I" II ,I, ,/ m ru ;;r-m LO r- ..Il Postage $ r- Certified Fee CJ CJ Retum Receipt Fee Postmark CJ (Endorsement Required) H". CJ Restricted Delivery Fee CJ (Endorsement Required) .., r- CJ Totar Postage & Fees $ Certified Mall Provides: • A mailing receipt • A unique identifier for your mailpie.ce • A record of delivelY kept by the Postal Service for two years Important Reminders: • Certified Mail may ONLY be combined with First~Class Mallo or Priority Mail®- • Certified Mail is not available for any class of international mail. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mall. For valuables, please consider Insured or Registered Mail. • For an additional fee, a Retum Receipt may be requested tod'lUvida proof of delivery. To obtain Return Receipt servIce, please complete an attach a Retum Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mallpiece "Retum Receipt Requested", To receive a fee waiver for a duplicate return receipt, a USPS® postmark on your Certified Mail receipt is required. • For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement ·RestrictedDelivery~. • If a postmark on the Certified Mail receipt ;s desired, please present the arti· cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed. detach and affix label with postage and mail. IMPORTANT: Sa.ethls receipt and present it when making an Inquiry. PS Form 3800, August 2006 (Reversa) PSN 753().02-{)OO-9047 SENDER. CbMPLETE THIS SECTION " • Complete Hems 1, 2, and 3. Also complete Hem 4 ff Restrtcted Delivery Is desired. • 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 mall piece, or on the front If space permHs. 1. Article Addressed to: PATINO CLIFFORD W PATINO PEARLL 1419MAINST AGAWAM, MA 01001-2509 AUG 12 2011 2. Artlcle Number (1IansfBrfromservJcOlabeI) 7010 0780 DODD 7675 3423 PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE I III First.Class Mall .1 Postage & Fees Paid USPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box· Vimasse Hangen Brustlin, Inc. One Federal Street, Building 103-aN Springfield, MA 01105 Iii,,,,., 11".1111,." I, I"" II", II" I, I., ,II, I ,i" I" II ,I. ,I IT"' ...0 Ll1 I'- IT"' IT"' Postage $ Ir rn Certified FfIe rn Return ReceIpt Fee Postmar\( Cl Cl (Endorsement Required) Her" Cl Resb1cteti DellV81Y Fee (Endorsement RequIred) Cl I'-Total Postage & Fees $ ;t- Cl Sf,:t:APi~ 0 ~:~Dt~E:r.! ___ : ____ !~:~ T~~<lJ~~~ orPo'SOx"No:' =_~""J.._j citY~Staie:ZIP";4------'------------------'---------------.--.----.... ------.. --------- Certified Mall Provides: • A mailing receipt • A unique Identffier for your mailpiece • fA record of delivery kept by the Postal Service for two years Important Remlnde1'$: • Certified Mail may ONLY be combinetj with First-Class Maile or Priority Maile. • Certified Mail is not available for any class of international mail. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Ma.il. • For an additional fee, a Return Recelptmay be reo:uested t0J'rOVidB proof of delivery. To obtain Return Receipt servIce, please complete an attach a Return Receipt CPS Form 3811) to the article and add applicable postage to cover the fee, Endorse mai/piece "Return Receipt Requested", To receive a fee waiver for a duplicate return receipt, a USPSa postmark on your Certified, Mail receipt is required. • for an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mal/piece with the endorsement -Restricted DeJivery-. • If a postmark: on the Certified Mall receipt is desired, please: ~ent the arti-cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Sa.elhla recelpl and presonl it whon making an Inquiry. PS Form 3800, August 2006 (Reverse) PSN 753Q-02-0oo-{l047 • Complete.l~ 1, 2,'ancI :ri\\S.O complete' Item 4 ff Rllsllfcted DB/Ivery I,fcl_.· " • 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 mallp~, or on the front ff space permits. 1. ArtIcle Addressed to: SEVENTEEN SIXTY TWO LLC C/O PROPERTY TAX SERVICE CO. PO BOX 543185 DALLAS, TX 75354 D. Is Item 11 W YES, entor dellvooy add .... below: 0 No 2. ArtIcle Number (7Iansfor tI"om_1abeI) 7011 0470 0003 3999 7569 PS Form 3811, February 2004 DomestIc Retum Recelpl UNITED STATES POSTAL SERVICE IIII Firs'toClass M.ail Postage & Fees Paid USPS Pennit No. G-l0 • Sender: Please print your name, address, and ZIP+4 in this box· Vanasse Hangen Brustlin, Inc. One Federal Street, Building 103-3N Springfield, MA 01105 i iI\l\l11 ii, \l i ill"" ii i,,,, iin ,I i "i ,i II; Ii I i I \ II i II ii, i, ,I CERTIrIED MAIL" RECEIPT rn (Domestic Mail Only; No Insurance Coverage Provided) ~~Im~~~~DI~~~~~~~ f"- er er er rn Postage $ f-------j Cedlfled Feeo m Retum ReceIpt Fee § (Endorsement Requ!red) CZ Restricted Oe!)very Fee (Endorsememt A~uked) CJ f-------j 1-------1 Postmark Here f'-Total Postage & Fees. $ g;n.;;;;;"".....p-~;:=:;;;;:~~,..--.,...--r----,---, '"" '"" CJ l'-' ci!Y~"Siii6:zipi4··----·-·-----~--·-------·---------·-------·-----_.-_._.--.----------- Certified Mail Provides: .. • A mailing receipt • A uniCjue identifier for your maUpiece • A record of delivery kept by the Postal Service for two years Important Remlnden: • Certtfied Mail may ONLY be combined with First-Class Maile or Priority Mail$. • Certified Mail is not available far any class of international mall. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Malt • For an addltional fee, a Retum Receiptmay be requested to provide proof of delivery. To obtain Return Receipt servICe, please complete and attach a R&turn Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece -Return Receipt Requested-, To receive a fee waiver for a. duplicate retum recalpt, a USPSa postmark on your Certified Malt receipt is requIred. • For an additional fee, delivety may be restricted to the addressee or addressee's authorized ag~nt. AdVise the cleJil: or mark the mailpiace with the endorsement "'RestrictedDelivmy·, • If a postmark on the Certified Mall receipt Is desired, please present the arti- cle at the post office for postmarking, If a postmark on the certified Mait receipt is not needed, detach and affix !abel with postage and mail. IMPORTANT: Sa.alhls r ••• ipl and presenlll when making an inquiry. PS Form 3800, August 2008 (Reverse) PSN 7530-02-000-9047 • Complete Hems 1, 2, and 3. Also complete Item 4 ff Restr1cted Delivery Is desired. • PrInt your name and addrvss on the reverse so that we can retum the card to you. • Attach this card.to tho back of the mallplece, or 011 the front ff spece permtts. 1. SOUTH STREET HOLDING LLC CIO PROPE'R'I'Y TAX SERVICE CO DALLAS, TX 75354 ff YES. enter delivery _ below: P,,-Mall ~ AecoIptlor Merchandise [J C.O.D. 7011 0470 0003 3999 7743 PS Form 3811, Februmy 2004 Domestic -Return ReceIpt 1Q2595.02.M.1540 UNITED STAlES POSTAL SERVICE I I I First-ClaSS Mail . Postage & Fees I"aid USPS PennH No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box· Vanasse Hangen Brustlin, Inc. One Federal Street, Building 103-3N SprJnafJeJd, MA 01105 CERTIFIED MAILM RECEIPT (Domestic Mail Only; No Insurance Coverage Provid Postage $ f-------j Certified Fee m Retum Receipt Fee 1-------1 g (Endorsement Required) o Restricted Delivery Fee 1----------1 (Endorsement Required) 1-_____ ----1 Cl I"" s Cl Total POStag9 & Fees $ Sent 0 Postmark Here Certified Mail Provides: • • A mailing receipt • A unique identifier for your mallplece • A record of delivery kept by the Postal Service for two years Important Reminders: • Certified Mall may ONLY be combined with First-Class Mai~ or Priority Maill!ll. • Certtfled MaU Is not available tor any class of international malt • NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. FOr valuables, please consider Insured or Registered Mall. a For an additional fee. a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt servIce, please complete and aHach a Retum Receipt (PS Fann 3811) to the article and add applicable postage to cover the fee. Endorse mailpieoe "Return Receipt Requested", To receive a fee waiver for a duplicate return receipt, a USPSca postmark on your Certified Mail receipt is required. • For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the maitplece with the endorsement "RestrictedTIelivery-. • If a postmark on the Certified Mati receipt is desired, please present the arti~ cle at the post oHice for postmarking, If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save Ihls r •• elpt and present it when making an Inquiry. PS Form 3800. August 2006 (Re'l8rse) PSN 7530-02-000-9047 SENDER: COM~LETE THIS SECTION • Complete Items 1, 2, and 3. Also comple1e Item 4 W AestrtcIed Delivery Is desired. • PrInt your nama end address on the reverse so that we can return the canl to you. • Attach this card to the back of the mallplece, or on the frOnt ff space pennlts. ,.~-"': SIX FLAGS NEW ENGLAND INC C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS, TX 75354-3185 fJ.<::ert1fted Mall 0 Exp .... Mall o Reg_ It! Return ReceIpt for Morchandlse o Insunod Mall 0 C.O.D. 4. Restr1cted DaJIvery'I (EXIta Fee) 2. ArtIcle Number (rransfor from service labeQ 7011 0470 0003 3999 7699 PS Fonn 3811 , February 2004 Domestic Return Recelp1: 102595-Q2.M·1540 UNITED STATES POSTAl. SERVICE IIIIII First-class Mal~ Postage & Fees Paid USPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box· Vanasse Hangen Brustlln, Inc. One Federal Street, Building 103-3N Springfield, MA 01105 iii 1\"" Ii, ,,11Ii "" i, i", i ii J;; ii" L i, " ii, i, i" i, , ii, i, " CERTIFIED MAIL" RECEIPT r'l (Domestic Mail Only; No Insurance Coverage Provided) ~ ~~am~~~~~~~maD.l==~~a=~~~~~IIII~ ~~--~~~~~=-~~~--~-=-=~---" ~ ~ rr1 Postage $ 1------1 Certified Fee 11111111111 1111111 ~IIIIIIIIIIIIIIIII p- He,. 1111111111111111111111111111111111111111 Certified Mail Provides: • A mailing receipt • A unique identifier for your mallpiece • A record of delivery kept by the Postal 8el'Vice for two years /mpDmnt Reminders, • Certified Mail may ONLY be combined with First-Class Mai~ or Priority Malia. • Certified Maills not available for any olass of international mail. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. • For an additional fee, a Return Receipt mar. be requested to provide proof of delivery. To obtain Return Receipt servrce. p ease complete and aUach a Return Receipt (PS Form 3811) to the article and add appticable postage to cover the lee. Endorse maJlpiace "Return Receipt Reques1ed~. To receive a fee waiver for a duplicate return rec9ipt. a USPSw& postmark on your Certified Mail receipt is reqUired. • For an additional fee. deliV8l"j may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the maUpiece with the endorsement MRestrictedDelivery". • If a postmark on the Certified Mall receipt is desired, please present the arti~ cle at the post office for postmarking. If a postmark on the Cenitied Mall receipt is not needed, detach and affix !abel with postage and matI. IMPORTANT: Save this ,eceipl an~ pre.anllt when making an Inquiry. PS Form 3800, A.ugust 2006 (ReversEJ) PSN 7530-02-000-9047 • Complete Items 1, 2, and 3. Also complete 118m 4 ~ ReeblcWd Delivery Is deslr8d. • Prtnt your J18IIlII and acIdrMs on the reverse so that we can retum the card to you. • Attach this card to the back 01 the mallplece, or on the front w space permits. 1. __ 10: SOUTH STREET HOLDINGS LLC C/O PROPERTY TAX SERVICE CO POBOX 543185 D A L LAS, TX 75354-3185 2. _Number rrramrer from ssrvIca IsbeJ) 7011 0470 0003 3R~9 7651 PS Fonn 3811, February 2004 DomestIo Return Receipt ONo UNITED STATES POSTAL SERVICE IIIII First-Gla~s Mall l Postage & Fe~1' Paid USPS Permit No. <3-10 • Sender: Please print your name, address, and ZIP+4 in this box· Ifimasse Hangen Brustlin, Inc. One Federal Street, Building 103-3N Springfield, MA 01105 iii. "' nii", iiii!!l ,i ,i,,, ,B," ii, Jj", Ii. i, L ,i, ,ii, j"l CERTl.fIED MAIL" RECEIPT f1'1 (DoMestic Mail Only; No Insurance Coverage Provided) ~~~~~~~~~ii~~~~ I'- ~ L-__ ~~~~~~=-~~-=r-~=-~~=-__ -J ~ ~ f1'1 P~g9r$ ____________ -1 Certified Fee rn Return Reeslp:t Fee 1-------------1 § (Endorsement RequiTed) 1------------1 o Restricted 0eI~1)' Fee (Endorsement Required) 1-------1 Postmark Here Certified Mall Provides: • A mailing receipt • A unique identifier for your mailp!ece • A record of delivery kept by the Postal Service for two years Important Reminders: • Certified Mail may ONLY be combined with FiJ'St·Class Maj~ or Priority Mail0. • Certified Mail is not avaUab!e for any ctass of international mall. • NO INSURANCE COVERAGE IS PROVIDED with Certified Ma!t. For valuab!es, please consider Insured or Registered Mai!. • For an additional fee, a Return Roceipt may be requested to provide proof of delivery. To obtain Return Receipt seNlce, please complete and attach a Return Receipt (PS Form 3611l to the article and add applicable postage to cover the fee. Endorse mailpiece Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS;s postmark on your Certified Mail receipt is reqUIred. • For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent, Advise the clerk or mark the mai!piece with the endorsement ~RestrictedDeJivery·. • If a postmark on the Certified Mail receipt is deSired, please present the arti~ cle at the post office for postmarking. If a postmark on the CertIfied Mail receipt is not needed, de1ach and affix label with postage and mail. IMPORTANT: Save Ihis receipt and present it when making an Inquiry. PS Fonn 36(10, AuguSl2006 (Reverse) PSN 753a-02~OOO-9047 • Complete Items 1. 2. and 3. Also complete Item 4 if R_Dellvery Is desired. • Print your name and add ..... on the reve ... e so that we can retum the card to you. • Attach this card to the back of the mallpleoe. or on the front ~ space permits. 1. ArtIcle Addressed to: SIX FLAGS NEW ENGLAND INC C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS, TX 75354-3185 D. Is H YES, enter delively _ below: 3.~~ IJl CeotifIed Mall [JRegIstared [J1_MoII [J ExpIesa Mall 1=1. RoIOm ReceIpt for Merchandise [JC.C.D. -2. ArtIcle Number (Ilansfer from _ /abel) 7011 0470 0003 3999 7583 PS Fonn 3811. February 2004 Domestic Return Receipt 102595-02-M·1540 UNrTED STATES POSTAL SERVICE 111111 FJrsl-lOlass Mail Postage & Fees Paid USPS '" Penn~ No. G-10 • Sender. Please print your name, address, and ZIP+4 in this box· . Vanasse Hangen Brustlln, Inc. One Federal Street, Building 103-3N Springfield, MA 01105 IIi"", ,Ii", II Ii .. " i ,','" ii" ,I i, ,i ,i" ,Ii, i, i .. i" Ii, i, ,/ Postage 1-$-------1 Certified MJe rn CJ Retum Receipt Fee t:J (Endor6ement Required) >-------1 o Rmrlatod De!Miry Fee (E""""..,""'ReQ""'d) I-------J Cl ~ n<"~O~m~'P-o~.~m~9.~&=_ .... ~~$~::::::::::~----------­ M to =-~ I ~ ~~;~~::::::::::=:::::2::::::::::::::::::::::::::::::::::::::::::::::j Certified Mail Provides: • A mailing receipt • A unique Identifier for your mallplece • A record of detiVery kept by the Postal Service for two years /tnpor/enlRemlntlenJ, • GerIified Mail may ONLY be combined wlth First-Class Mal .. or Priorily Mal ... • Certified MaI1 i3 t1Ct available for any class of Intemational mall. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mall. For valuables, please consider Insured or Registered Mail. • For an addltlonal1ee, a Retum Receipt may be requested to provide proof of delivery. To obtain Ratum Receipt servICe, please complete and attach a Retum Receipt (PS Form 3811) to the article and add applicable postage to covertha fee. Endorse mallp!ece -Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USP% postmark on your Certified Mall receipt is reqUIred. • For an adcfrtional fee, delivery may be restricted to the addressee or addressee's authOrized agent. Advise the clerk or mark the maHpiece with the endorsement ~RestrlctedDefjvery". • It a postmark on the Certified Mail receipt Is desired, please present the art!· cle at the post office tor postmarking. If a postmark: on the Certified Mail receipt Is not needed, detach and affix labe! with postage and mail. IMPORTANT: Save Ihis re •• ipl and pr.senl il when making an Inquiry. PS Fom'l3800. August 2CKJ6 (ReV6rsa) PSN 7530..oz-ooG-9047 • Com;olete Items 1. 2. and 3. Also oomplete Item 4 n Restrtcted Delivery Is desired. • Print your name and ecIdnlss on the reverse so that we can return the card to you. • Attach this card to the back of the mallpl""". or on the front n space permits. 1. AI1IcIe Addressed to: MCGUYJANE 29 RIVERVIEW AVE AGAWAM, MA0100l-2S17 If YES, AUG 12 2011 2. ArtIcle Number {TnuIsfer from setYfoe label} 7011 0470 0003 3999 7774 PS FOnT! 3811. February 2004 Domestic Return ReceIpt 10259S-02-M-1&40 UNITED STATES POSTAL SERVICE II I First-CISSs Mall Postage & Fees Paid USPS • Permit No. G·10 • Sender: Please print your name, address, and ZIP+4 in this box· Vanasse Hangen Brustlin, Inc. One Federal Street, Building 103-3N Springfield. MA 01105 I I! IIIIIIII," ilil" " Li" II IL"Ii, ,!,i" Iii, i ,i "I" Ii ,i,'! tr l.rJ I:J ..D <0 l.rJ n.J Postage $ <0 .::r Certified Fee I:J Return Receipt Fee Postmark I:J He .. I:J (Endorsement Required) I:J Restricted Delivery Fee (Endorsement ReQuired) .::r M Total Postage & Fees $ M 'I:Q Sent To g s;;;';;i,:;Pi:' D.; Y~2..._~~"k::: _________________________________________ _ r-or PO Bol( No. CiiY.'sia;8:ZiP+4~.-.--•••••• ------------n ..•. --.. ------._ ..... ···· ___ .. ___ ·.n .. · ___ _ Certified Mail Provides: • A mailing reoeipt • A unique identifier for your mailpiece • A record of de/Ivery kept by the Postal Service for two years Important Reminders: • Certified Mail may ONLY be combined with First-Class Maik, or Priority Ma.i~ • Certified Mail is not available for any class of international mail. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables. please consider Insured or Registered Mall. • For an additional fee, a Return Receipt may be requested tOJrovide proof of delivery. To obtain Return Receipt servICe, pfeas9 complete an attach a Retum Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested", To receive a fee waiver for a duplicate return receipt, a USPSq, postmark on your Certified Mail receipt is reqUired, • For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement nRestrlcted1Jelivery~. • If a postmark on the Certified Mail receipt is desired, please present the arti· cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mall. IMPORTANT: Sa.e tbls receipt and present II when making an Inquiry. PS Form 3800, August 2006 (Reverse) PSN 7530·02·000·9047 • Complete Items 1 .• 2. and 3. Also complete Item 4 ~ Restricted Delivery Is desired. • 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 mail piece, or on the front If space permits. 1. Article Addressed to: DRENZEK NANCY JEAN TRUSTEE THE ROGER L DALGLEISH REVOCAB 130 PROSPECT STREET SUFFIELD, CT 06078 delivery address below: DExp ...... QJ Return Receipt for Merchandise 2. Article Number (Transfer from ssrvlce label) 7008 1140 0004 8258 6059 PS Form 3811. February 2004 Domestic Return Receipt 102595-02·M·1540 2.i UNITED STATES ~~r~~~~~~b ":::'I",imJ .' 1 >- .~.->, • Sender: Please print your name, address, and Z Vanasse Hangen Brustlin, Inc. One Federal Street, Building 10a-aN Springfield, MA 01105 '11",,"1111.1111 •••• 1. i 1I •• IlIl.1I111,1 •• ,lI,',I .. i, ,II ,1 •• 1 ,.., «l !'- !'- IT' IT' Postage $ IT' rn Certified Fee rn Return Receipt Fee Postmark C! Ho", C! (Endorsement Required) C! Restricted ~Ilvery Fee (Endorsement Required) C! !'-Total Postage & Fees $ "" C! ~ , ___ nt_T~.} f'. l!.::-e~--~--------------~~~.~~ _____________ '________ I Stmet, ""r:Nt.! '... 1 ~ '::_,:!,_~X!"!: __________ i&m.'\?_~______ ___ ~\Jl.::_~ ________ •••• __________ _ CIty, State. ZJP+4 I I" I I III III 1111111 ~Inlllill 11111111 "11111111111111"1 11" "11111111111111 Certified Mail Provides: • A mailing receipt • A unique identIfier 10\" your mailpiece • A record of delivery kept by the Postal Service for two years Important Reminders: • Certified Mail may ONLY be combined with First-Class Mal~ or Priority Mail®. • Certified Mail is not available for any class of international mail. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mall. • For ,an additional fee. a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Retum Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mail pIece "Return Receipt Requested". To receive a fee waiver for a ctupliea.te return receIpt, a USPSe postmark on your Certified Mail receipt is required. • For an additional fee, delivery may be restricted to the addressee or addressee's authorized auent. Advise the clerk or mark the mail piece with the endorsement "RestrictedDellvery". • 11 a postmark on the Certified Mail receipt is desired, please present the arti~ cle at the pos.t office tor postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and maii. IMPORTANT: Save Ihis receipt and present it when making an Inquiry. PS Form 3800, Augusl2006 (Reverse) PSN 7530-02-000-9047 • Corrlplete Item. 1, 2, and 3. Also complete Hem 4 H Reotrtcted Delivery 10 desired. • Prtnt your J1IIII1e and addrasa on the reverse so that we can ratum the card to you. • Attach this cBRI to the beck of the mallp\ecEl, or on the H space penntto. 1. ArtIcle to: TOWN OF AGAWAM RIVERVIEW ST PUMPING STATION 36 MAIN STREET AGAWAM, MA0100l-1825 ~ YES, enter delivery _ below: D No D Express Mall 2. ArtlcIe Nu'- (/l'Bnsfor from S9IVk:e label) 7011 0470 0003 3999 7781 PS Fonn 3811, February 2004 Domeotlc Return ReooIpt UNITED STATES POSTAL SERVICE IIIII ..-_----, l First-ems Mail Postage &: F""" Paid USPS PermU No. G-l0 • Sender: Please print your name, address, and ZIP+4 in this box· Lll CJ r-r- · . CERTIFIED MAIL" RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) rr ~---=~~~~~~~~~~-=~~-=~--­rr rr rn Posl8ge $ 1---------1 Certified Fee rn Retum Recetpt Fee )--------j g (Endorsement Required) 1---------1 Cl Restricted OellVlilry Fee (EndOfSSmenl Reqwred) r--------\ CJ r-;:r CJ Total Postage & Fe9/i $ Certified Mail Provides: • A mailing receipt • A unique Identifier for your mailpiece • A record of delivery kept by the Postal Service for two years Important Reminders; • Certified Mail may ONLY be combined with First-Class Mal~ or Pr10rity Mail$. • Certified Maills not available for any class of intemational mail. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mail, FOr valuables, please consider Insured or Registered Mail. • For an addilional fee, a Rerum Receipt may be requested t0J'rovidB proof of delivery. To obtain Return Receipt seTVlCB, please complete an attach a Return Receipt {PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested~. To receive a fea waiver fOr a duplicate return receipt, a USP8& postmark on your Certified Mail receipt 1$ reqwred. • For an additional fee, deUvery may be restricted to the addressee or addressee's authorized aaent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". • If a postmark on the Certified Mail receipt is deSired, please present the art(· cle at the post office tor postmarking. If a postmark on the Certified MaU receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save Ihls re.elpland presenl it when making an inquiry. PS FOnTl 31300, Augusf 2006 (Reverse) PSN 7530-02-000-9047 SENDER. COMPLETE THIS SEC110N • Complete Items 1 ~2, and 3. Also complete Item 4 H RestrIcted Delivery Is desiRld. • p~nt your name and address on the reverse so that we can retum the card to you. • Attach this card to the back of the mailpleoe, or on the front H space permits. f. ArtIcle _ to: LANJtNE REALTY CORPORATION D. ladellvery_d_fromltem 11 "YES, enter delivery add .... below: 3. $ervIoe~ ~Ceo1ifted Mall [J Exp .... Mall 108 FRONT STREET WEST SPRINGFIELD, MA 01089 [J Rog/atstad IlI.ReIum ReceIpt lor Memhandlse [J 2. Ar!IcIe Number (TIansfor from service /abo/) 7011 0470 0003 3999 7705 PS Form 3811, February 2004 Domestic Retum Receipt 102595-Q2..M.1540 UNITED STATES POSTAL SERVICE IIII First-Class Mail P"'~lage & "ees Paid USPS '. Penni! No. G·10 • Sender: Please print your name, address, and ZIP+4 in this box· Vanasse Hangen Brustlin, Inc. One Federal Street, Building 103-3N Springfield, MA 01105 · . CEFlTIFIED MAIL" RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) p~ge~$~ __________ ~ Certified Fee Cl CJ Return Receipt Fee § (Endorsement Required) I------------i Restricted Delivery Fee Postmark He", CJ (Endorsement Required) I--------i .a ~ ro"~o=te:'~p~os=m=g:e~&~Fe=es~~$==============~--------__, ~ . :~:oAiir:~\~:d.~:v0 ... E;,,:i ................................... . I"-or PO Box No. citj;,Stcite,·lip:;.;f---------------------------·_·_---··-----------------------.-.. ------ Certilled Mail Provides: -a",A mailing r~ejpt • A unique identifier for your mailpiece • A record of del1very kept by the Postal Service for two years Important Reminders: • Certifted Man may ONLY be combined with First-Class Mail® or Priority Mai\~ • Certified Mall is not available for any class 01 intemational mail. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. • For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Retum Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece "Return Receipt Requested", To receive a fee waiver for a duplicate return receipt, a USPS® postmark on your Certified Mail receipt is reqUIred. • For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restr;ctedDelivery-. • If a postmark on the Certified Mail receipt is desired, please present the arti~ cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present It when making an inquiry. PS Form 3800, August 2006 (Reverse) PSN 7530-02-000-9047 • Q:>mplete Items " 2, and 3. Also complete Item 4 W Restricted Delivery .Is desired. • 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 mail piece, or on the front if space penn Its. 1. Article Addressed to: ZIELENSKI RICHARD W ZIELENSKI LINDA F 439 MAIN ST AGAWAM, MA 01001-1832 D. Is delivery address different from Item If YES, enter delivery address below: 0 No 3. Service Type 5.certlfled Mall o Registered D Insured Mall D Express Mall 19' Return Receipt for Merchandise o C.O.D. Oollvery? (Extra F .. ) 0 Yes ---- 2. Article Number (7hlnsfer from servtc. /abo/) 7010 0780 0000 7675 3416 PS Fonn 3811, February 2004 Domestic Return Receipt 10269S-02·M·1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage ~ Fees Paid USPS ' • Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box· Ifanasse Hangen Brustlln, Inc. One Federal Street, Building 103-3N 3pringfield, MA 01105 ~ rn U'l r'- · . CERtiFIED MAIL" RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) W ~--~~~~~~~~~~~~~~~~--~ W w rn r'I Certified Fee Postmark Ho", ~ Streef,iii;ifNo:;-----------------------------------------·".------0----------------.--. t:J or PO Box No. r'-~;si8i.i;ZtP;4· .. ····· .. ········•·················•·•········· ..................... . Certified Mail Provides: • A mailing receipt • A unique identifier for your mallpiece • A record of delivery kept by the Postal Service for two years. Important Rem_,.; • Certified Mall may ONLY be combined with First-Cia .. Mall> or Priority Mail.. • Certified Ma» is not available for any class of international mail. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mall. For valuables.,. please consider Insured or Registered Mail. • For an additional fee, a Return Receipt may be requested to provide proof of delive!y. To obtain Retum Receipt servIce, prease ~e and attach a Return Receipt (PS Form 3811) to the artickt and add applicable postage to cover the fea. Endorse mailplece "Return Receipt Requested", To receive a fea waiver for a duplicate return receipt, a USPSa postmark on your Certified Mail reoeipt is required. • For an additional fee, delival'Y may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "RestricledDe/jvery"'. • If a postmark on the Certified Mail receipt Is desired, please-present the arti~ cle at the post office far postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix: !abel with postage and mail. IMPORTANT: Save thIs receipt and present it when making an inquiry. PS Form 3000, August 2006 (ReveT$l]) PSN 75'30-02-000-9047 • Complete Items 1. 2. and 3. Also complete Item 4 N Restrtc!ed DelI\Iery IS desll8d. • PIlI)! your name and address on the reverse so thai we can ratum the card to }'OIl. • _ this card to the back of the mallplece. or on the front N space permits. 1. Ar1IcIe_ to: JODOIN CHRISTOPHER JODOIN LUEEN 1736 MAIN ST AGAWAM, MA 01001-2513 3.~lYPe ~ Mall [J Expr8B8 Mall [J Reg_ ~ Recelptlor_1se Insul9d Mall 2. Ar1IcIe Number (1ian_rmm _taboQ 7011 0470 0003 3999 7538 PS Form 3811 • February 2004 Domestic Return ReceIpt 102595-()2wM-1540 First-«Iass Mail Postage & Fee. Paid USPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box· Vanasse Hangen Brustlin, Inc. One Federal Street, Building 103-3N Springfield, MA 01105 , . CERTIFIED MAIL" RECEIPT (Domestic Mail Only; No Insurance CDverage ProvIded) POS1Bge ~$ ______ -I :::r Cert\1iedFee ~ Retum Receipt Fee t:J (Endorsament AequirQd) f---------i Restricted DeJlvery Fee CJ (EndC!'Semerrt Aequiretl) :::r f--------i Postmark Hare ~ not~ol~a~'P~~~m~g=.~&~Ff~~·~$~::::::::::=----------_, g I ::i,:prNO:;"".~ .. Lt)f.:~ ........................................... . r-or PO 80Jt No. CitY;Sia;9;ZIP;;{~----'--."'--'------'----""--""--' •.. -.... _-_ .•• -._ ••. _-_ •.• _.0". Certified Mail Provides: • A mailing receipt • A unique identifier for your mailpieca • A record of dellyery kept by the Postal Service for two years Jmportant Reminders: • Certified Mail may ONLY be combined with First-Class MaileD or Priority Mailo!! • Certified Mail is not avaiiabJ& for any class of international mail, • NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables. please consider Insured or Registered Mail. • For an additional fee, a Return Rsceiptmay be requested to provide proof of delivery. To obtain Rerum Receipt servrce. please complete and attach a Return Receipt (pS Fonn S811l to the article and add applicable postage to cover the fee. EndOm8 ma!1pieCe Return Receipt Requested~. To receive a fee waIver for a dup»cate retum receipt, a USPSczt postmark on your Certified Mail receipt is required. • For sn addUional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the olerk or mark the maUpiece with the endorsement "RestrictedDe/lvery"', • If a postmark on 1he Certified Mail receipt is desired, please present the arti~ cle at the post office for postmal"king. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage sod mail, IMPORTANT: Save Ihls receipt and present It when making an Inquiry. PS Form 3800, August2006 (RevstS8) PSN 753Q..()2·0OD-S047 • Comp~ Items , Item 4 If Rest~cted .... ""ery • Print your name so that we can .loIrn card to you. • Attach this card to the back of the mailpiece, or on the front If space pennlts. 1. Article Addressed to: SILVA JOSE C SILVA ZULMIRA M 92 CRICKET RD FEEDING HILLS, MA 01030 2. Article Number (1'ransfer frcm servfce label) DYes 7008 1140 0004 8258 6073 PS Fonn 3811, February 2004 Domestic Return Receipt 10259S..()2-M·1540 UNITED STATES POSTAl SERVICE IIIII First-Class Mail Post8~e'& ;..'ees Paid USPS Perm~ No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box· Vanasse Hangen Brustlin, Inc. One Federal Street, Building 103-3N Springfield, MA 01105 HI"""II,,,11 ",",1,1""11",",,1,1,,, 11,1,1111,,11,1111 · .. CERTIFIED MAIL·.· RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) PostAge 1-'-------1 m ~,....., Rerum ReceIpt Fee ~ t£_tRequl"") f-------\ Aea1ctad DeIJvefy Fee (EndOtMment RequIred) 9 r-------~ r)-TdaI Postage & Fees $ £ . Polltmark HMo a\ I :;oAPi:fh:.v..C;:r.~hf..?Y") ................................... : ....... . o 01' pO Sox No. I'-a.;iSiM.;:iVii4 •.•••••...••..•.••.•••••.••.•..••.•.•..•.•...•..•••.•.•••.•••...•.•. Certified Mail Provides: • A mailing receipt • A unique identifier for your mailpiece • A record of delivery kept by the Postal Service for two years Important Remfnr/el'B: • Certtfied Mail may ONLY be combined with First-Crass Maj~ or Priority Maile_ • Certified Mail is not available for any class of intemational mail. • NO INSURANCe COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. • For an addItional fee, a Return Receipt may be requested to provide proof of dellvery. To obtain Return Receipt servIce, please complete and attach iii Return Receipt (PS Form 3811) to the article and a.dd applicable postage to cover the .. fee, Endorse mailpiece "Return Receipt Requested", To receive a tee waiver forfllll a duplicate return receipt, a USP~ postma.rk on your Certified Mail receipt is. reqUIred. ~ • For an additional fee, delivery may be restricted to the addressee dr addressee's authorized agent. Advise the clerk or mark the maHpiece with tht\!. endorsement "RestrictelfDeJivery". , • If a postmark Or1 the Certitred Man receipt Is desired, please present the arttJ-ere at the post office for postmarking. If a postmark on the certitied;8n receipt /s not needed, detach and affix label with postage and mai1. IMPORTANT: Save Ihls r •• eipl and present il when making an i"quir . PS Form 3800, August 2006 (Reverse) P$N 7530-02-000-9047 AGAWAM , MA,"'M@~~ 2. ArtIcIo Number (7"ransfer trom-1sbeI) 7011 0470 0003 3999 7620 . . PS Form 3811, February 2004 Domestic Return ReceJpt 102595-Q2·M-1540 UNITED STATES POSTAL SERVICE 111111 First.Cla •• Mall Postage & Fees Paid USPS PermH No. <3-10 • Sender: Please print your name, address, and ZIP+4 in this box· Vanasse Hangen Brustlln, Inc. One Federal Street, Building loa-3N Springfield, MA 01105 ill,! II! ,II", I I II"" i, i"" Ii" ,/ I, ,I, I, "I 1,1, I" I" I i,i "I tr ru I'- I'- CERTIFIED MAIL", RECEIPT (DomestIc Mail Only; No Insurance Coverage Provided) tr L-__ ~~~,-~~~~~ __ ~~~~ __ ~ tr tr m Postage $ f-------/ Certlfled Fee m o Return Receipt Fee o (EndorSement f\equlfed) 1--------1 o Restricted Delivery Fee (Endorsement Required) f--------1 Total Postage & Fees $ Sent 0 \ \ "C"y Postmark H'M ~t;APrNo.r·----·----------------------·----------------------.-----.------.--.". or PO Box No. CitY~Siai9:ZIP;;,.---------·---------------------------------.-----.-------------------- Certified Mall Provides: • A mailing receipt • A unique Identifier for your mallpiece • A record of delivery kept by tM Postal Service for two years Important Remlndera: • Certified Malt may ONLY be combined with FirSt~Class Mail(!ll or Priority Mai~. • Certified Mall is not available for any class of international mail. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. • For an additional fee, a Return Receipt may be requested to provide proof of delivGJy. To obtain Retum Receipt servJce, please complete and attach a Retum Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece -Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPSa postmark on your Certified Mall receipt is requIred'. • For an additional fee, delivery may be restricted to the addressee or addressee's authOrized agent. Advise the clerk or mark the mailplece with the endorsement "Restricted Delivery·. • If a postmark on the Certified Mail receipt is desired, please present the arti-cle at the post office for postmarking. If a postmark on the Certified Mail receipt Is not needed, detach and affix label with postage and mai'.,~ IMPORTANT: Save this receipt and present II when making an Inquiry. PS Fonn 3600, August 2006 (Reverse) PSN 7530-02-000·9047 • Com»lete Items 1. 2. and 3. Also complete Item 4 W Restr1cIed Delivery Is desired. • Prlnt your J18/I18 and address on the reverse so that we can return the card to you. • Attach this card to the back 01 the mallplece. or on the fmnt permits. 1. ArtIcIeAddresaed to: MILLER BARRY K MILLER ROBERTA L 17 RIVERVlEW AVE AGAWAM, MA 01001-2517 B. D. n •. ! ,~, /":';;,.1 11 2511 2. ArtIcle Number iT_fer from service label) 7011 0470 0003 3999 7729 PS Fonn 3811. February 2004 L Domestic Return Recetpt UNITED STATES POSTAL SERVICE IIIII First-Class Mall Postage & Fee:: Paid USPS Permit No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box· Vanasse Hangen Brustlin, Inc. One Federal Street, Building 103-3N Springfield, MA 01105 1II,I,"I!" I lill, "' i,i" "Ii,,,/1. lLi ",ILi ,L, i"II,U I'" Jr . . ~ .. CERTJlFIED MAIL, .. RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) ~~~lIIIli!lll!!.m.nm!lll!!!l!!!l-!!I!~IIlII~ <0 ~ L-__ ~~~~~~~~~~~~~~-==-__ ~ ru <0 .:t" o CJ o CI .:t" M p- Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) $ Postmark ...... : nS~M:t~Th~~;\~~~;:~-:~:::::;::~~-------------' :5 "SfiOOi7ip{ liio::-------------------------------__ ... 2 .. _._u. _____________ .... __ _ Total Postage & Fees $ I"-or PO Box No. c;'tji,'SiS.i6,"Z'iP+4------n._ .•• ---_.n_-._._._-_ •••. u_ .•• _._--••. __ ._0 ...... _-.---.-.. . Certified Mail Provides: • A mailing receipt .... • A unique identifier tor your mailpiece • A record of delivery kept by the Postal Servk:e for two years Important Reminders: • Certified Mail may ONLY be combined with First·Cla$s Maiks or Priority Malle • Certified Maills not available for any class of international mail. • NO INSURANCE COVERAGE IS PROVIDED with CertIfied Mail. For valuabl&S, please consider Insured or Registered Mall. • For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. End-orse maitpiece "Return Receipt Requested-. To receive a fee waiver tor a duplicate return receipt, a US~ postmark on your Certified Mail receipt is reqwred. • For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mallpiece with the endorsement "RestrictedDeJiv8ry". • If a postmark on the Certified Mall receipt's desired, please present the art;-cle at the post office tor postmarking. If a postmark on the Certified Mail receipt ;s not needed, detach and affix !abel with postage and mai1. IMPORTANT: Save thIs receipt aDd present it when making an Inquiry. P$ Form 3800, AugU81200e (Rel/(;Irse) PSN 7530-02-000·9047 • Complete Item'll, 2, and 3 .. Also complete Item 4'11 Restricted Delivery is desired. • Print Y9ur name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mall piece. or on the front II space penmits. 1. Article Addressed to: RIVIERA AP AR1MENTS LLC C/O TINKHAM MANAGEMENT 66 INDUSTRY A V SPRINGFIELD, MA 01104-3219 D. Is delivery address If YES, enter delivery address below: 3. Service Type ~ Certified Mail D Registered o Insured D Express Mail &'Return Receipt for Merchandise o .. 4. Restricted DelIVery? (Extra Fee) 0 Yes 2. Article Number 7008 1140 0004 8258 6097 .". (Transfer from service label) PS Form 3811, February 2004 Domestic Return Receipt UNITED STATES POSTAL SERVICE. Sf"fPi.:lNiGFJELD;!WA • Sender: Please print your name, address, Vanasse Hangen Brustlln, Inc. One Federal Street, Building 103-3N Springfield, MA 01105 11I'"I1.1i ."1111,,,.1. i 111111 ••• 11 •• 1.1 ••• 11.1.1,,1..11.1111 • CERTIf':ED MAIL" RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) Postage $ 1------1 Certified Fee m Retum ReceIpt Fee g (Endorsement RequIred) [:J Restricted Delivery Fee 1-----------1 (Endorsement RequIred) f-----1 Cl Postmark He", ~ n..~~o~m~'P~o='=m~g.~&=-F.~~=:=$::~::::::::~~ __ -r~~ ______ -' r'I nf 0 ~ :J U 'fV'..llj~'\. '. L<':.J r'I ~;,"AP;; .. ,...... ...........•.......... . ......•.........................•...... CI or PO Box No. r'-citY.-siBfti.-iip+;{--·-----·------~-----.. ------"------·-·-----.--.' •• -----.• -----•. -.--- Ilir IIIWI 1111111'1 "Ulllill 111111" "1111"11111111111 1111 ""111111111111111, Certified Mall Provides: o· • A mailing receipt • A unique Identifier for your matlpiece • A record of deJjvery kept by the Postal Service for two years Important Reminders: • Certified Mail may ONLY be combined with FirstwClass Mai~ or Priority Mail.!D. • Certified Mail IS not available for any class of international mail. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. • For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Recefpt service, please com~te and attach a Return Receipt (PS Form 38111 to the artiCle and add appjicabJe postage to cover the fee. Endorse maUpiece Retum Aecejpt Requested". To receive a fee waiver for a duplicate return receipt, a USP~ postmark an your Certified Mail receipt is reqUired, • For an additional fee, delivery may be restrieted to t"e addressee or addressee's authorized ag~nt. Advise the clerk or mark t"e mailp!ece with the endorsement "RestrlctedDelivery-. • If a postmark on the Certified Mall receipt is desired, please present the arti~ de at the pest office for postmarking. If a postmark on the Certified Mail receipt Is not needed, detach and affix label with postage and mail. IMPORTANT: Save this r.ceipt and presont it when making an inquiry. PS Form 3800, AugUS12OQ6 (Reverse) P8N 7530-02-000-9047 • Complete Items 1. 2. and 3. Also complete Item 4 H Raa1rIcted Deilvefy Is desired. • Prfnt your name andeddress QI1 the reverse so that we can retum the card to you. • Attach Ihls cani,to tho back of Ihe mallplece. or on the ",,"I H space permits. 1. ArtIcle_to: 1676 MAIN STREET, LLC 7 SOUTH END BRlDGE ClR AGAWAM, MA 01001 x B. o. 7011 0470 0003 3999 7552 PS Fonn 381 t. February 2004 DomeotlcRetum ReceIpt 102595-02-M·1540 UNITED STATES POSTAL SERVICE IIIII Fil"l\-Class ~all Postage & Fees Paid USPS Permit No. G-l0 • Sender: Please print your name, address, and ZIP+4 in this box· Vanasse Hangen Brustlin, Inc. One Federal Street. Building 103-3N Springfield, MA 01105 Iii"" "Ii,,, i iii"" J, 1,,,,Ii,,,II,, I ,I", II, i ,i" I" II, 1,,/ o '" o .JJ '" U1 ru '" CERTIFIED MAIL" RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) . -. -. . 0 F F I C I A l U S E Postage $ CertifJedFee Relum Receipt Fee PG$tmark (Endorsement Required) H.,. Aes1.rictsd 0&IW&Ty F&& (Endorsement Required) Total Postage & Fees $ ~~=_~~ ____ .Jnd .. L .. &. .. o .... _~.w.J .. ±:::= .... Street, ApI. No.; or PO Box No., CitY.-siSi8.-Zlp+;i-'~------'--'-'--'.-------'----'-'-----'" __ ·_o .... ___ ••••• ___ • ... ••• ... Certified Mail Provides: • A mailing receipt • A unique identifier for your ma(fpiece • A record of delivery kept by the Postal SeNiee for two years Important Reminders: • Certified Mall may ONLY be combined with First-Class Mail$ or Priority Maile • Certified Maills not available for any class of international maiL • NO INSURANCE COVERAGE IS PROVIDED wIth Certifjed Mail, For valuables, please oonsider Insured or Registered Man. • For an additional fee, a Retum Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Retum Receipt (PS Form 3B11~ to the article and add applicable postage to cover the fee. Endorse mailpiece' Return Receipt Requested", To receive a fee waiver for a duplicate return receipt, a USP~ postmark on your Certified Mail receipt is reqUired. • For an additional fee, delivery may be restricted to the addressee or addressee's authorized ag~nt. Advise the clerk or mark the ma.Hpiece with the endorsement «RestrictedDeliveryN. • If a postmark on the Certified Mail receipt Is desJred, please present tM arti-cle at the post office for postmarkJng. If a postmark on the Certified Mail receipt Is not needed, detach and a.fflx label with postage and mail. IMPORTANT: Save this re.elpt and present 1\ when making an Inquiry. PS Form 3800, August 2006 (Reverse) PSN 7530-02-000-9047 • Complete Items 1, 2, and 3. Also complete Item 4 If Restricted Delivery Is desired. • 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 mailpfece, or on the front If space permits. 1. Article Addressed to: HALL ANN T TRUSTEE TRUSTEE REVOCABLE INDENTURE TR 132 BIRCH HILL ROAD AGAWAM, MA 01001-3104 2. ArtIcle Number (Transfer from service label) 7008 1140 0004 8258 6080 PS Form 3811, February 2004 Domestic Return Receipt 10259S-02-M-1540 UNITED STATES POSTA~ SERVICE I I ~---!-,' -'----, First-Class Mail .. Postage & Fees Paid USPS Permit No. G·10 • Sender: Please print your name, address, and ZIP+4 in this box· Vanasse Hangen Brustlin, Inc. One Federal Street. Building 103-3N Springfield. MA 01105 //i """11",//11",,1,1,, "Ii ",Ii"/,i,,, 11,1,/"1,, 11,1 ,,/ CJ '" I'-I'- a" a" a" IT1 IT1 CJ CJ CJ CJ I'-::r CJ .-'f r't CJ I'- CERT~FIED MAIL .. RECEIPT (DomestIc Mall Only; No Insurance Coverage Provided) .. " .. . 0 fu" F i C I .~ L U S I):: r ~~ Postage $ c. __ Rac:um ReceIpt NJe (Endor6emeot ReQuIred) -..... ...,. Reatrfeted 0eiI¥efy Fee (E_R_ TotllI Postage 3. Fe&$ $ I ;:.~~:.~H .... Ann ... ~:I;.:u.$..k.v ......... trHf, . , or PO 80Jt No. CiiY.Si.iti·ZIj:i;4·····u .•• ~~ ••••• u_ .••• -•• _._.u.n •• n. __ ._.--•••••..... __ .. __ .-._-- Certified Mall Provides: • A mailing receipt • A unique identifier for your mai!piece • A record of dativery kept by the Postal ServIce for two years Impottant Reminders: • Certified Mai! may ONLY be combined with First~Class MaiLs. or Priority Ma!Ie, • Certified Mail is not available for any class of Intemationa! mail. • NO INSURANCE COVERAGE IS PROVIDED w"h C.rtilied Mail. For valuables, please consider Insured or Registered Mail, • For an additional fee, a Return ReClJipt may be reques1ed to provide proof of delivaI)'. To obtain Return Receipt service, please complete and attach a Retum Receipt {PS Form 3811! to the article and add applicable postage to cover the fee. Endorse maJlpiece Retum Receipt R~ted·. To receive a fee waiver for a duplicate r&turn reoeipt, 8. USPSe postmark on your Certified Mai! receipt is reqUired. • For an addit!onal fee. del!very may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mallpiece with the endorsement "Restricted Delivery". • If a postmark on the Certified Mail receipt: is desired, please present the arti~ cIa at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed. detach and affix label with postage and mail. IMPORTANT: Save this receipt and pr.sent II when making an Inquiry. PS Form 8800. August 200S (Reverse) PSN 7530-Q2..QOO-9047 • Complete Items t. 2. and 3. Item 4 ff Restricted Delivery Is • PrInt your name and add ...... on the reverse so that we can return the card to you. • Attach this card to the back of the rnallplece. or on the front ff space permits. 1. Miele Addressed to: HALL ANN T TRUSTEE f'RUSTEE REVOCABLE INDENTURE TR 17;.~=~;:====7"=;t===== 132 BIRCH HILL ROAD "1 AGAWAM. MA 01001-3104 2. ArtIcle Number (T"",_trom_/abeI) for Merchandise 7011 0470 0003 3999 7750 l PS Form 3811. February 2004 DomestIc Retum Receipt 102595-()2-M-1540 UNITED STATES POSTAL SERVICE IIIIII Flrst~ass Mail Postage & Fe~~ Paid USPS Pennil No. G-10 • Sender: Please print your name, address, and ZIP+4 in this box' Vanasse Hangen Brustlin, Inc. One Federal Street, Building 103-3N Springfield, MA 01105 iII"",, ii", Ilil",,!, I"" l! "' liHi, i ",II ,I, I" J, ,li'/',/ l p-$ 1-------1 CertffledFee rn Return Receipt Fee g (Ernklrsement Requir6d) f....------J t:J Rastf1Ctad 0e!1v&1Y FC'/9 CJ (Endorsement RequIred) 1--------1 ~ Total Postage & Fees $ D POSlmark He .. ~ ~~.. .; .1S.k~J.cLi ............ _._._ .... __ ... _ .. _. ___ ..... _. CJ or PO Box No, r-cjtY;Sj.iiiS:ZIP;4~ ..... -.••.••••• ," •••••• -_ ..... "-.---••••• -.• """ •• ' -... _----•••••.• Certified Mall Provides: • A maiting receipt • A unlque identifier for your mallpiace • A record of delivery kept by the Postal Service for two years ImpotfBnl RemInders; • Certified Mail may ONLY be combined with First·Class Mai\, or PIiOfity Mal\,. • Certified Maills not available for any class of international mail. • NO iNSURANCE COVERAGE is PROVIDED with certified MaH. For valuables. ptease consider Insul'ed 01' Registered Mail. a For an additional fee, a Rerum Receipt may be requested to provide proof of delivMy. To Obtain Return Receipt SEtrvlCe, please complete and attach a Return Receipt (PS Form 3811) to the article and add app!lcable postage to cover the fee. Endorse mailpiece "Return Receipt ReQuested-. To receive a fee waiver for a duplicate return receJpt, a uSPSa postmark on your Certified Mail receipt is required. • For an addH1ona1 fee. delivery may be restricted to the addressee or addrest&e's authorized agent. Advise tile clerk or mark the mailptece with the endorsement "Restrict8dDelivery". • t1 a pQ$tmark on the CENtlfied Mail receipt Is de$lred', pleaSE! pr$Sef\t the ~uti­cle at the post office for postmarking. If a pG:stmark on the Certified Mail receipt 16 not needed, detach and affix labet with postage and mail. IMPORTANT: Save this receipt and pre •• nlll when making an Inquiry. PS Foon saoo, August 2006 (Reverse) PSN 753G-Q2,Q00-9047 SENDER: COMPLETE THIS SECTION • Complete Items 1. 2. and 3. Also complete Item 4 W Restricted Delivery Is desired. • PrInt your name and add""", on the reverse so Ihe1 we can retum the card 10 you. • Attach this card 10 the back of Ihe mailpleCEl. or on the front W space penmlts. 1. ArtIcle _ to: BISCALDI MICHAEL L CONNOR KAREN L 40 WOODBRIDGE DR SUFFIELD, CT 06078 O. Isdeliveryoddrass_fmmltsm H YES • .-dollV8l"f add .... below: [J No 3. ,s,rvtce lYPo )9-CertIIIed Mall [J RogIstar9d o II1IIUI8d Mall o exp .... MaII tli..RetUm _pt for Merchandise o C.O.D. 2. ArtIcle Nu_ (T/llnsfer from __ -V 7011 0470 0003 3999 7644 PS Form 3811. Februery 2004 .... '~"""""'-.''''', " ;.. ..... , .. .' • Sender: Please print your name, address, and ZIP+4 in this box' . Vanasse Hangen Brustlin, Inc. One Federal Street, Building 103-3N Springfield , MA 01105 1II"",,1l ".1111 •••• i, i •••• 1111,11" 1.1",11 ,1,1,,1 .,1 i ,I "i ~ L-__ ~~~~~~=-~~-=~~=--=-=-= __ -J ~ ~ m Postage $ 1------1 Certlfled Fee m Return Receipt Fee 1--------§ (Endorsement Required) I--------J CJ Restricted Oelivery Fee (Endorsement Required) 1------1 Postmark He .. citY;siai6,'Zf~4'~--"""'--'----'-----"'-'-----"---' ..... -----.... --.-....... --.-- Certified Mall Provides: • A mailing receipt • A unique identifier for your mailpiece • A record of delivery kept by the Postal Service for two years Important Reminders: • Certified Mail may ONLY be combined with First~Class Mai~ or Priority MaillD' • Certified Mail is notavallable for any class of international mail. • NO INSURANCE COVERAGE IS PROVIDED with Certified MaD. For valuables, please consider Insured or Registered Mail. • For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt servIce, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailplece "Return Receipt Requested", To receive a fee waiver for a duplicate return receipt, a USP~ postmark on your Certified Mail receipt is requIred. • For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the maiJpiece with the endorsement "RestrictedDelivery~. • If a postmark on the Certified Mall receipt is desired, please present the arti· cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix Jabel with postage and mail. IMPORTANT: Sa.e Ihls recelpl and prosenl it when making an inquiry. PS Form 3800, August 2006 (Reverse) PSN 753Q-Oi-0OO-9Q47 • Complete Items 1, 2, and 3. Also complete Hem 4 W Restricted Delillery Is desIled. • P~nt your name and add ..... 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 W space permHs. 1. ArtIcle Add_ to: ZA V ARELLA ALICE ZA V ARELLA RALPH A 1357 NORTH ST SUFFIELD, CT 06078 B. D.Iodeilveryaddrasod_fromItom1? If YES, enter delivery add ..... below: Cl Expreos Mall tI. Rnlm RooeipI for Men:h< Cl C.O.D. 2. ArtIcle Number (»an_from _ /abeQ 7011 0470 0003 3999 7637 PS Form 3811, February 2004 Domestlo Rnlm ReceIpt UNITED STATES POSTAl SERVICE I-fARIT-<:?:H{)r:"J" • Sender: Please print your name, and Vanasse Hangen Brustlin, Inc. One Federal Street, Building 103-3N Springfield, MA 01105 Ill" 11,,111,,1111,,111 11""I\"lllllill"lli Ii 11111 1.11.1 "i · . CERTIFIED MAIL". RECEIPT ru r'I ['- ['- tDomestic Mail Only; No Insurance Coverage Provided) ~ k-__ ~~~~~~~~~ __ ~~~~ __ -" ~ ~ m Postaga $ 1------1 CertlfisdFee rn Return Receipt fee 1-------, § (Endorsement Required) I--------{ t:J Restricted O&\Nery Fee r:3 {E_'Requo"') ~------1 Postmark Hera r---Total Postage & Fees $ ~n=,.;:-~--"'::::::;:====~-------' ::= S':'i.~i .. o.v:.~.L= .................... __ .... __ . __ ..... _ ........ _ .. _ Cl or PO Box No. I"--ch:Y."siiti9.-zip;:;f··-------------------------·_----------------._-----.--'." .• ---.--".- Certified Mail Provides: • A mailing receipt • A unique identifier for your maJlpiece • A record of delivery kept by the Postal Service for two years Important RemInders: • Certified Mail may ONLY be combined with First·Class Ma~ or Priority MaUI!!l. • CertifJed Mail is not available for any class of intemational mai'. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mall. For valuables, please consider Insured or Registered Mall. • For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Retum Receipt saMea, pfeasEI complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee, Endorse mailplece nRetum Receipt Requested". To receive a fee waiver tor a duplicate retum receipt, a USPSe postmark on your Certified Mall receipt is reqUIred. • For an additional fee, delivery may be restrlctgd to the addressee or addressee's authorized agent. Advise the clerk or mark the mallpiecEi with the endorsemant ~Restricted Delivery". • If a postmark on the Certified Mall receipt is desired, please present the artl~ cia at the post office for postmarking. If a postmark on the Cartified Mail receipt Is not needed, detach and affiX label with postage and mail. IMPORTANT: Save Ihis receipt and pretentll when making an inquiry. PS FOIm .3800. August 2000 IRev8!$8) PSN 753(}02·0Q(}09047 • Complete 1, 2, and 3. Also complete iterh 4 ff RestrIcted Delivery Is deslllld. • Print your name and address on the reverse so that we can ratum the cerd to you. • Attach this card to the back of the mallpl""", or on the front ff spaoe permits. 1. Article Addressed to: BOVAT EDWARD) 19 RIVERVIEW AVE AGAWAM, MA01001-2517 "'~ 1 .. 1 2Dj"'l l J~.JJ . 2. ArtIcle Number (TIansfer from -label) 7011 0470 0003 3999 PS Form 3811, February 2004 OOmestlc Return Recelp1 102595-02-M-1!40 UNITED STATES POSTAL SERVICE IIIII First-Class Mail Postage -.1.' Fees Paid USPS Permit No, G-10 • Sender: Please print your name, address, and ZIP+4 in this box· Vanasse Hangen Brustlin, Inc. One Federal Street, Building 103-3N Springfield, MA 01105 II! """11",1111,, , .1. j "I! I L "I! •• i ,i .,,11, j, i ,.1, , Ii, j ,.1 CERT!!=IED MAILM RECEIPT JJ rn I'-I'- (Domestic Mail Only; No Insurance Coverage ProVided) ~ L-__ ~~~~~~~~~~~~=-~~~ __ -J tr ~ rn P-g. 1-$------------4 CertlffedF"ee rn Relum Aeoelpt F .. g (EndOrSemen1 Required) 1---------1 o REistricted Delivery Fee (Endorsement Required) f-------J Postmark He .. Certified Mail Provides: • A mailing receipt • A unique identifier fOr your ma!lpiece • A record of delivery kept by the Postal SalVlee for two years Important Reminders' • Certified Mail may ONLY be combined with First~Ctass Mali!;n. or Priority Mall$. • Certified Maills not available for any class of International mail. • NO INSURANCE COVERAGE tS PROVIDED with CertH\ed Mall. For valuables, please consider Insumd or Registered MaD. • For an addtttonal fee, a Rstum Receipt may be feCluestad to provide proof of delivery. To obtain Return Receipt servrce, please complete and attach a Return Receipt (PS form 3811) to the article and add applicable postage to cover the fee. Endorse mallpiece "Retum Receipt Requested". To receive a fee wawer for a duplicate return receipt, a USPSa postmark on your Certifioo Mail receipt is required. • For an additional faa, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement ~RestrictecrDelivery«. • It a postmark on the Certifted Mall receipt Is desired, please present the artl~ cle at the post office for postmarking. If a postmark on the Certlfied Mall receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this reeeip! and present II when making an inquiry. PS Form 3800, Al,lgust 2006 (Revsrss) PSN 7530-02...()Q0.9047 SENDER· COMPLETE THIS SECTION • Complete Items 1. 2. and 3. Also complete Item 4 W ReetrIcted DelIvery Is desired. • Pltnt your name and addrass on the reverse so that we can retum the card to you. • Attach this card to the back of the mallplece. or on the fnlnt W space permits. WILSON MARK E 15 RIVERVIEW A V AGAWAM, MA 01001-2517 CJ' 1 2011 2. Artk:Ie Number (7tansfer from -1BbeJ) 7011 0470 0003 3999 7736 PS Form 3811. February 2004 Oomeotlc -.m Receipt UNI1ED STATES POSTAL SERVICE IIIIII First-Class Mail Postage & Fee'i Paid USPS Permit No. G·10 • Sender: Please print your name, address, and ZIP+4 in this box· Vanasse Hangen Brustlin, Inc. On~ Federal Street, Building 103-3N Springfield, MA 01105 iii"" "Ii" ,illl" "i,i" i ,lll1,iI" Li" ,Ii, i,1, ,1,,1/,1,,1 Po ..... ~$ _____ -I Certified Fee rn Return Reoalpt Fee-1--------1 § (Endorsement Required) CI A&strtcted rmllvery Fee I--------J (EndorSement Required) 1--------1 Cl ~ ronna~~'~p~08=m=g=.~&~F .. ~.-=$:::;;;;:::::::~--------__, ~ S:";~f".:r ... ;:,(J~:::~:~~:.~ ............ _ .................. . CJ Of PO Box No, r-cii;isi8iti,"zjp;.;,----------""""O_._ •••. _-._.-_.----------------.---•• ---------_.-_._.-. Certified Mail Provides: • A mailing receipt • A unique identifier for your maUplece • A record of delivery kept by the Pestal Service for two yaars Important Reminders: • eenified Mail may ONLY be combined with First-Class Mail.s or PritJrity Mallet. • Certified Mail is not available for any class of international mail. • NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mall. • For an addi1ional fee, a Retum Rece(pt may be requeS1ed to provide proof of deUvery. To obtain Return Receipt 5e1V!ce, please complete and attach a Retum Receipt (PS FOml3811) to the article and add applicable postage to cover the fee. Endorse mailpieCe ~Aeturn Receipt AeQuested~. To receive a fee waiver for a duplicate return recei~ a USP~ postmark: on your Certified Mail receipt is requIred. • For an additional fee, delivery may be restricted to the addressee or addressee's au1horized agent. Advise the clerk or mark the mailpiece with the endorsement bRestrictedDslfveryM. • If a postmark on the Certlned Mati receipt is desired, please present the artl-cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Savathis receipt and pr •• ent It when making an inquiry. PS Form 3S00, AU9~ 2006 (Reverse) PSN 7530-02-000-9047 SENDER" COMPLETE THIS SECTION • OoInpiete Items 1. 2. and 3. Also complete Item 4 n ReaIIIGted 0aIIve0y Is desllIId. • Pl1nt yaur name and addJIIIIII on the reverse so that we can return the card to you. • Attach this card to the back of the rnailpleCEl. or on Ihelront W speoe pennlts. 1. ArtIcle Addraosed to: KRUPCZAK HELEN A 1730 MAIN ST AGAWAM, MA 01001-2513 D. Isdoli'leoy_dilferentfromllam 11 WYES. enter deIIYery _ belOw: CIllo 3. fipvIce~ J& CertIfIed Mall CI RegIoIBnod D Express Mall ~m RoceIpt lor Men:I1andlse CI 2. AIIIcIe Number (7Iansf8r from_1BbeI) 7011 0470 0003 3999 7545 PS Fonn 3811. February 2004 Domestic Retum _pi 1 UN ~-.~~., ~~I-~ ,E~' <;:. I '" 'El.O eoliA _ . ... -.... '.!:0...!:t' i:t AUG: X"\1:.t-pf''f 4l _ ....... ., ---! • Sender. Please print your name, address, a;;dZIP~Sbo)( • ~ I V asse Hangen Brustl\n, Inc. o:~ federal Street, Building 103-3N springtield, MA 01105 fII", ",II", I I II"" I, I"" //'" II" /,I", I I, I, I" I, ,1/, 1,,/ • • Memorandum To: Office of Planning & Community Development CC: Chief Robert Campbell From: Sergeant Richard Niles Subject: Site Plan -Giant Inverted Boomerang Coaster -Six Flags N.E. Date: August 22,2011 Based on plans as submitted, there would appear to be little negative impact to pedestrian, bicycle, and/or motor vehicle traffic on the public way. Respectfully Submitted J,J.n.~ Sergeant Richard Niles Safety Officer Agawam Police Department * I was out of work from August 5-21 st. • • Town of Agawam 36 Main Street Agawam, Massacbusetts 01001-1837 August 19, 2011 , Six Flags New England 1623 Main Street P.O. Box 307 Agawam, MA 01001-0307 Dear Mr. Freeman: Tel. 413-786-0400 Fax 413-786-9927 --:. c: G") .0 ~ -.. t.) 0 > C> :~ .> "':3: ip >(11 :3:='> • :x :3:"; >0 .... .... c=; IT! @ At its duly called meeting held on August 18, 2011 , the Agawam Planning Board approved the site plan entitled "Six Flags New England Giant Inverted Boomerang Coaster, 1623 Main Street, Agawam, Massachusetts", prepared by Vanasse Hangen Brustlin and dated 08/04/2011 with the following condition: the August 18 ,2011 Engineering Department comments (attached) are to be addressed. If you have any questions, please contact this office at 786-0400, extension 283. Sincerely, /~f.U)~();.b Travis P. Ward, Chairman AGAWAM PLANNING BOARD TPW/DSD:prk CC: Building Inspector . VHB, Inc. Engineering Dept. Town Clerk File "u, I U t t... U I I I U . v 0 r 1"111 ~ l,j o.::e I To: CC: From: Date: Planning Board File Engineering Division August 18,2011 • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 8210600 • Fax (413) 8210631 Christopher J. Golba • Superintendent MEMORANDUM l@UVO/uuo Subject: Site Plan -Six Flags New England -Giant Inverted Boomerang Coaster -SP 306-11-02 Per your request, we have reviewed the Site Plan entitled" Six Flags New England -Giant Inverted Boomerang 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, 2011." Engineering has several minor concerns and has attempted to contact Jolm J. Furman from Vanasse Hangen Brustiin, Inc.,to discuss these items which are: 1. Please clarify the changes to the sewer system on sheet C-S. 2. Please explain what flows into the new drainage manhole # 7 (DMH 7) on sheet C-S. 3. There appears to be a typing error for "cm coaster mecharucal trailer." Should this read GIB on sheet C- 3? 4. Please label the lines from the loading area to mecharucal trailer GIB on sheet C-3. 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, ~'~e-' Vladimir Caceres Ci vii Engineer I Town Engineer S:\t-l1>\JOG SIX j<LAGS\ 11-02 Gl,\N1'INVT'::RT~D b<)om~rnn/ol cl')lt~tcr\mcmo !l1.dol: 08/18/2011 16 :06 FAX 4138210631 To: CC: From: Date: Planning Board File • Engineering Division August 18, 2011 • TOWN OF AGAWAM Department of Public Works 1000 Suffield Street • Agawam, MA 01001 Tel (413) 821 0600 • Fa:l (413) 821 0631 Christopher J. Golba • SuperinteDdeDt MEMORANDUM III 006/006 Subject: Site Plan -Six Flags New England -Giant Inverted Boomerang Coaster -SP 306-11-02 Per your request, we have reviewed the Site Plan entitled " Six Flags New England -Giant Inverted BoomeJ:ang 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, 2011." Engineering has several minor concerns and has attempted to contact John J. Furman from Vanasse Hangcn.Brustlin, Inc., to discuss these items which are: 1. Please clarify the changes to the sewer system on sheet C-5. 2. Please explain what flows into the new drainage manhole # 7 COMB 7) on sheet C-S . 3. There appears to be a typing error for "CIB coaster mechanical trailer." Should this read Gill on sheet C- 3? 4. Please label the lines from the loading area to mechanical trailer GIB on sheet C-3. 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, 'l~'~e-' Vladimir Caceres Civil Engineer I S:\~"\JO(j .':itX r1..AGS\ 11-02 GlANT INVTIR.TGO boomcnl~ I;"~tcr\mcmo 01.401; IJ1lLi£ /'L~<I II. _ Michelle C. Chase, ~ Town Engineer • AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: August 15. 2011 DATE RECEIVED: August 10, 2011 DISTRIBUTION DATE: August 10, 2011 PLANNING BOARD MEETING DATE: August 18,2011 APPLICANT INFORMATION 1. Name of Business: Six Flags New England Address: 1623 Main Street, Agawam, MA 2. Owner: Same Address: Telephone: 786-9300, ext. 3202 Fax: 3. Engineer: Vanasse Hangen Brustlin, Inc. Address: One Federal Street, Building 103-3N, Springfield, MA 01105 Telephone: 747-7113 Fax: PLAN REVIEW Scale: 1" = 30' Date: August 4,2011 Title Block (Street Address. Applicant's Name. Address. Scale. Name of Preparer of Plan): O.K. Description of Project: Installation of new ride in location of Ship Wreck Falls. The new ride is the Giant Inverted Boomerang which is a steel coaster and is 58,380 mm or 191' 6 7/16" in height. Improvements also include the creation of a new outdoor eating area, minor utility work and the relocation of the "Entrance Portal" for the existing "Looney Toons" area. Site Plan Review Page 2 • Description of Site: Site is fully developed with an existing ride. The new ride wiH result in 11,370 sq.ft. of impervious area. The location is not within a resource area protected under the Wetlands Protection Act. Provision for Traffic Flow: New layout will result in better access for emergency vehicles. Parking: N.A. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: Landscape plans are not submitted for rides found in the interior of the Park. Sign Location: N.A. Exterior Lighting: N .A. Rendering or Elevations: O.K. Dumpster Location: N.A. Other Comments or Concerns: A letter has been sent to the Building Inspector asking that he confirm VHB's calculation of the ride height. A response has not been received from the Building Inspector. • Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Police Dept., Fire Dept., ADA Committee FROM: Planning Board SUBJECT: Site Plan -Giant Inverted Boomerang Coaster -Six Flags N.E. DATE: August 10, 2011 Please review and comment on the attached Site Plan for a new ride at Six Flags prior to the Board's August 18th meeting. Thank you. DSD:prk P .. '!.. ---1, AGAWAM PLANNING BOARD FormD Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: 1. 2. 3. Name of Business Address Agawam Building Department 1000 Suffield Street Agawam, MA 01001 Six Flags New England 1623 Main Street. Agawam. MA 01001 Name of Applicant/Owner Six Flags New England Address 1623 Main Street, Agawam. MA 01101 Telephone (413) 786·9300. ext. 3202 Name of Engineerl Architect Vanasse Hangen Brustlin. Inc. Address _______ -"O"'ne~Fe~d"'erE.al'_'S'_'!tr"'ee~t,__"B"'u""ird""in~g ,!Cl 0~3""-3"'N"". S~p!!!ri!.!lngl!!fie!<!rd"' . .!.'!M!_"A~0C1.11"'0:!!5 Teiephone, ______ .l,.(4!.!.1""3)...!,7""47....:-7""1..,13'---______ -__ 4. Please give a brief description oftbe proposed project: See attached Project Narrative V'~ 'WV'ftW8V' S 11 :£ d 1')-9nV IIOZ S3:JIMl3S NOI1:J3dSNI , , p Six Flags New England Description of Proposed Project in connection with Application for Site Plan Approval Giant Inverted Boomerang 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 perform the following general work within the boundary of its parcel on 1623 Main Street: • Remove an existing water feature ride called "Ship Wreck Falls", along with ride mechanical systems, support structures, concrete water tank and elevated entrance/exit platforms. • Install a new ride in the area of the former Ship Wreck Falls ride area, complete with new foundations, queuing lines, elevated exit walkway, shade structures, and support utilities. This ride is currently known as "The Giant Inverted Boomerang". • Creation of an outdoor eating area in the vicinity of an existing food court area. • Minor rework of existing utilities (drainage, water, sanitary sewer) to clear the project area of obstructions and allow for a clear building pad. • Relocation of an "Entrance Portal" for the existing "Looney Taons" area, an adjacent amusement area themed for smaller guests. Ship Wreck Falls Removal As one ofthe original rides in the park, Ship Wreck Falls has been a favorite within the park for many years. However, the ride has served well and is in need of replacement. The water tank is a concrete lined tank consisting of a concrete bottom and vertical walls. A portion ofthe wall will be left in place due to themed buildings currently placed on top of this wall. The remainder oftbe concrete taak, walls and floor will be removed as shown on the Demolition Plan. The ride itself is an elevated ride, with substantial concrete foundations and steel supports. All ofthe ride structure will be removed. Finally, there are a number of Amusement and Challenge Games located around the perimeter of the existing ride. These structures will be relocated to other locations within the project area. Giant Inverted Boomerang The Giant Inverted Boomerang is a steel coaster ride which will be located within the footprint of the Ship Wreck Falls Ride. The ride has a footprint which is a "X" shape, and includes a loading station with two lift towers at each end of the steel track. Looking at the Layout and Materials Plan, an existing Character Stage is being removed to provide room for the queuing area. The queuing area consists of two concrete pads with fencing to stage guests in advance of getting on the ride. After the ride is complete, Guests exit the ride from the opposite side, and walk back to the same general entrance area over an elevated walkway. Both the entrance and exit routes will be ADA Accessible. A new segmental retaining wall is required as part of this project. The limits are shown on the Layout and Materials Plan. The wall is needed to create a 4-foot vertical difference between the finish grade and the elevation of the ride foundations, which must be kept visible for inspections. In general. the pervious area within the ride footprint is approximate 2-feet higher that the Midway Elevation and the loading area is approximately 4-foot higher that the finish grade. The former concrete tank area will be filled to create this pervious area. As with previous Six Flags New England projects, a project area bas been identified for Ibis redevelopment, and is identified as Ibe "Limit of Work" (LOW) on the Layout and Materials Plan. This area is approximately 135,884 SF (3.11 acres). This project will result in a decrease in impervious area, from 92,398 SF existing to 81 ,02~osed, for a reduction of I 1,370 SF. This reduction carries with it a reduction in Stormwater RunofWis detailed more fully in the Stormwater management Report accompanying these plans. ~. , .< In accordance with Section IS0-49Aofthe Code of the Town of Agawam, abutter notification ofthe Planning Board meeting was provided to abutters within 100-feet of the property. This notification is provided due to the ride being farther than 250-feet from the nearest property line, and exceeding a height of 45-feet. Information provided with this application shows a ride height (finish grade to structure) of 58,380 mm over the ground surface, which converts to 191 '-67/16. The 250-foot buffer line is referenced on the Layout and Materials Plan. A letter was provided at the request ofthe Agawam Building Inspector documenting the ride height on 0711 9/11, along with a copy to the Agawam Planning Department. A response to this correspondence has not been received to date. In addition to the ride construction, which is the main focus ofthe project, other smaller projects within the project area are occurring. These are generally listed as follows: • Relocation of the existing Looney Tunes Movie Town Entrance Portal. • Elimination of the Tinsel Town Train ride, and relocationlrepurposing of the loading station • Relocation of Amusement/Challenge Games • Creation of an outdoor seating area in front of "Longhorn BBQ" area. Pictures of these existing features are included as pan of the application. Utilities within the project area may require minor modification, and additional information is being researched to determine the extent required. It appears from the new ride footprint that an existing sewer main will need to be relocated, as well as a portion of the drainage line in that same area. A new stormwater conveyance system is proposed within the project area, and reconnects to the same system as the original ride tank. In order to provide improvements over the existing storm water system, which appears to be mostly original to the park, depressed areas with yard drains are proposed, along with new catchbasin with hooded outiets. Stormwater quality exiting the project area is expected to improve over existing with the introduction of Best Management Practices (BMP) currently not present in this area. Finally, the project area is located outside any resource areas regulated by the Wetlands Protection Act or Rivers Protection Act. No work is planned with the 100-year flood plain of the Connecticut River. Since the ride height complies with Zoning Code section I BO-49A, an action by the Zoning Board of Appeals is not required. As such, we anticipate that the only local approvals required for this project are review and approval by the Planning Board, with a review by the City engineer, as well as a Stormwater Discharge Permit in accordance with Agawam Storrnwater Management Ordinance. .. • • Legal Notice In accordance with Sections 180-13 C (4) and 180--49A (B) of the Code of the Town of Agawam, notice is hereby provided that the Agawam Planning Board will hold public meeting on Thursday, August 18, 2011 at 7:00 PM at the Agawam Public Library, 750 Cooper Street, Agawam, MA. The purpose of the hearing is review an application by Six Flags New England to construct a new amusement ride known as the Great Inverted Boomerang. In accordance with Section 180-49A of the Code of the Town of Agawam, the height of rides will exceed a height of 45-feet, requiring abutter notification. A copy of the application and attachments are available for viewing in the Planning Office at Town Hall. Parcels JODOIN CHRISTOPHER JODOIN LUEEN 1736 MAIN ST AGAWAM , MA 01001-2513 KRUPCZAK HELEN A 1730 MAINST AGAWAM , MA 01001-2513 KRUPCZAK HELEN A 1730MA[NST Page 1 of 1 AGAWAM , MA 01001-2513 SEVENTEEN SIXTY TWO LLC SEVENTEEN SIXTY TWO LLC SIX FLAGS NEW ENGLAND INC C/O PROPERTY TAX SERVICE CO. C/O PROPERTY TAX SERVICE CO. C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS, TX 75354 CIR[LLO REALTY INC 986 MAIN ST AGAWAM, MA 01001-3106 SIX FLAGS NEW ENGLAND INC C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS , TX 75354-3185 SOUTH STREET HOLDINGS LLC C/O PROPERTY TAX SERVICE CO POBOX 543185 DALLAS. TX 75354-3185 SIX FLAGS NEW ENGLAND INC C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS, TX 75354-3185 M[LLER BARRY K M[LLER ROBERTA L 17 RlVERVlEW AVE AGAWAM, MA 01001-2517 HALL ANN TTRUSTEE TRUSTEE REVOCABLE INDENTURE TR 132 B[RCH H[LL ROAD AGAWAM, MA 01001-3104 TOWN OF AGAWAM RIVERVIEW ST PUMP[NG STATION 36 MAIN STREET AGAWAM, MA 01001-1825 PO BOX 543185 DALLAS, TX 75354 SIX FLAGS NEW ENGLAND INC C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS . TX 75 354-3185 SIX FLAGS NEW ENGLAND INC C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS . TX 75354-3[85 PAPKE.PATRlCIA R.Y. PAPKE DAVID CARL 1765 MAINST AGAWAM. MA 01001-2514 LANGONE REALTY CORPORATION 108 FRONT STREET WEST SPRINGFIELD, MA 01089 WILSON MARK E [5 RJVER VIEW A V AGAWAM . MA .01001-2517 STEMLE JOHN C 39 RlVERVIEW A V AGAWAM . MA 01001-2517 PO BOX 543185 DALLAS, TX 75354-3185 SIX FLAGS NEW ENGLAND INC C/O PROPERTY TAX SERVICE CO PO BOX 543185 DALLAS, TX 75354-3185 SIX FLAGS NEW ENGLAND INC C/O PROPERTY TAX SERVICE POBOX 543185 DALLAS. TX 75354-3185 CZELAZEWICZ EDWARD CZELAZEWlCZ BARBARA J POBOX604 AGAWAM.MAOIOOI BOVATEDWARDJ 19 RlVERVIEW AVE ' AGAWAM, MAOIOOI-2517 SOUTH STREET HOLDING LLC C/O PROPERTY TAX SERV[CECO DALLAS, TX 75354 MCGUYJANE 29 RlVERVIEW AVE AGAWAM. MA 01001-2517 mhtml:file :lIP:\II682.00\docs\V ARlOUS\PB Submittal\Parcels abutter I.mht 8/4/2011 ,Parcels KRUPCZAK HELEN A 1730 MAIN ST AGAWAM, MA 01001-2513 CZELAZEWICZ EDWA~ CZELAZEWICZ BARBARA J POBOX604 AGAWAM, MA 01001 MV ENTERPRISES INC POBOX 750 AGAWAM, MA 01001-2577 VERSHON DA VlD G 1708 MAIN ST AGAWAM, MA 01001-2513 SOUTH STREET HOLDINGS LLC C/O PROPERTY TAX SERVICE CO DALLAS, TX 75354 CIRILLO REALTY INC 986 MAIN ST AGAWAM, MA 01001-3106 0' CONNOR TIMOTHY M 0' CONNOR BARBARA J 1496 MAIN ST AGAWAM, MA 01001-2564 DESIMONE JR ROBERT A 123 129 RIVIERA DR AGAWAM, MA 01001 SIX FLAGS NEW ENGLAND INC C/O PROPERTY TAX SERVICE CO PO BOX 543185 KRUPCZAK HELEN A 1730 MAIN ST AGAWAM, MA 01001-2513 1676 MAIN STREET, LLC 7 SOUTH END BRIDGE CIR AGAWAM, MA 01001 SIX FLAGS NEW ENGLAND INC C/O PROPERTY TAX SERVICE CO PO BOX 543 I 85 DALLAS, TX 75354-3 185 ZA V ARELLA ALICE ZA V ARELLA RALPH A 1357 NORTH ST SUFFIELD, CT 06078 SIX FLAGS NEW ENGLAND INC C/O PROPERTY TAX SERVICE CO PO BOX 543 I 85 DALLAS, TX 75354-3 I 85 O'CONNOR TIMOTHY M O'CONNOR BARBARA J 1496 MAINST AGAWAM, MA 01001-2564 DRENZEK NANCY JEAN TRUSTEE THE ROGER L DALGLEISH REVOCAB 130 PROSPECT STREET SUFFIELD , CT 06078 PATINO CLIFFORD W PATINO PEARL L 1419 MAIN ST AGAWAM, MA 01001-2509 CHAREST LA WRENCE A CHAREST LINDA C 42 WHITE BIRCH TR DALLAS, TX 75354-3185 . FEEDING HILLS, MA 01030-1441 PAPADOULIAS NICHOLAS PAPADOULIAS MARIA 222 DWIGHT RD SPRINGFIELD , MA 01 108 TOWN OF AGAWAM SOUTH STREET HOLDING LLC CIO PROPERTY TAX SERVICE CO DALLAS, TX 75354 RIVIERA APARTMENTS LLC Page 1 of2 SIX FLAGS NEW ENGLAND INC C/O PROPERTY TAX SERVICE CO PO BOX 543 I 85 DALLAS, TX 75354-3185 EGGLESTON DIANE P TR PALAZZI MICHAEL A TR 1668 MAIN ST AGA WAM , MA 01001-2577 PRYCE DANIEL 0 PRYCE WENDY M 1710 MAIN ST AGAWAM, MA 01001-2513 ZA VARELLA ALICE ZA VARELLA RALPH A 1357 NORTH ST SUFFIELD, CT 06078-1 121 BISCALDI MICHAEL L CONNOR KAREN L 40 WOODBRIDGE DR SUFFIELD, CT 06078 O'CONNOR TIMOTHY M O'CONNOR BARBARA J 1492 MAINST AGAWAM, MA 01001-2564 SILVA JOSE C SILVA ZULMIRA M 92 CRICKET RD FEEDING HILLS, MA 01030 WEINER MATTHEW M 374 MAIN ST WEST SPRINGFIELD , MA 01089 ZIELENSKI RICHARD W ZIELENSKI LINDA F 439 MAIN ST AGAWAM, MA 01001-1832 HALL ANN T TRUSTEE TRUSTEE REVOCABLE INDENTURE TR 132 BIRCH HILL ROAD AGAWAM, MA·OIOOI-3104 mhtml:fi1e:IIP:\11682.00Idocs\V ARlOUSIPB SubmittallParceis abutter 2.mht 8/4/2011 ,Parcels • RIVERVIEW ST PUMPING STATION 36 MAIN STREET AGAWAM. MA 01001-1825 C/O TINKHAM MANAGEMENT 66 INDUSTRY AV SPRINGFIELD. MA 01104-3219 mhtrnl :fiIe://P:\1 I 682.00\docs\ V ARIOUS\PB Submitta1\Parcels abutter 2.mht Page 2 of2 8/412011 , l~ .. I o l-f tf) 7 (£ ~ Z 3 ~ .J ILl (/) Z ~ I /1 , \ <9 ~ (f u ('{ 3 fl---r If) , , "-i---t----!" ! c #'! ~ 94 !<-, ! I- !~/ ! ~.I . ----t----~ P-+-"------------------------- -... _---...; ---- o. ~---T--------t=±~~~ c --~ o. t-;: ~ ~ ~ ~ ~ ~ ~ ~ C~ ~ I ~ ~ ~ ~ C:>i ~ ~. I *.-i--J----. '" ' #" ~~~-O-+l!l---l--_k_-t l_ ~ I" 11 ! / ! ~,I ----1----~ I ""- ... +---r-""'-- ----------~ -------------------,-------"-- I ,., ...... II i ~ I ; i~i ~I ~~ III! ~. taLI '~r il~ i~~llpl; ! ~~ ~ s ndliuilUh i~~~~~~~~~~~~,,~ 1 ........................ ;:;uQ:l;t . , r>, .... --, "r. J , -I ~.~ f .--_ ". L-____________ ..... ,i - II i ~ ~.. ~ -~ ;1 1 ~ ~~ ~ li'~-i I i:§ ~I ~i~ lail!;i!'_;~~ , i, I-~ i';~' Jii! Ii ml~ il; i I~~ I~ I I~ 1~;~§lii~;I;;II!~III;~I~ I~~~~~~~~~~~~~~~~~~~~~I~ .. ~:~~~~~~_~e~~~~~_e ~~~~~R -Q '"',,. p.,', . '~d ") .. · -.... ,--_ .. ~~._.-.-., .,.--'" ,--, r- , . " Q " , / ("1 ~ ~ .. - ~ j ..., 11 I , i . un , ", .. (1.00 "'/s 1oI.~",OO ... \ !!f!P§£ PQ!W! YfLOQIY 1lH€ / /---. ~ ~ " s:'Anotl _:7.':'5 ..... /. _:!"(Im """"","c "-11~9 ... /. t<_ll.,: ... If .... 11.0<4 ... /1 ,. .. J3."Z ... '/ LIfT Z """ _lO.$4m!l fNoJt.05 '" V .c-------------------------------------------------------------------------------------'"1!1'l!i.M O-FO!!CFS /1 I .c 7 '-1 ,/ 1\.... / J ' r>, r: \ (=------JG 1 i I' ..J /' <:::: I"",," .oM Rtf ....... i r '" :of I q ~ , I \ I 17 I \ J I \ I \ 0:& z /1 [ """"'" Mee" \~ / -<),,~ c".""",.,,?:; \ / \ <:7 1 Profile . LIFT 1 / ,.....4 ("'I""' .......................... 1:"_ ...... 1. __ _ Courseline Scale -Forward 1 :500 LOOP ,r- " ride BOOMERANG \ , ~ .. "'.oo "'I' .. .. 1l.90m " ~ JC '" " o.~c " -<>." ..... e>XI&ID.Hr, Profile Courseline -Backward Scale 1:500 ~·=~m Clearonce Envelope Scole 1:100 Truck Lon ... Numw 01 Cooches Num~ 01 Tron Pas_ng.,.. per coach "-"_ Maximum 8pHd Utt he' ht s ....... _<_) StatiM Lood/\UIIoqd . station -Top lilt 1 (3.5rn/s) Top Uft 1 -Uft 2 lift 2 J2.im -utt 2 ..... <""""I') Top Uft 2 -utt 1 un 1 32.9m -Station (J.~~l.) Total Ride time lM:I. t.ood/unlood 387 m • , 4 In V-shape , .. m 100 km/h 54m , .. m '" ..., ,. He 20 He .... 2D .eo , .... 114 Me . 32 PQft4!nqers 1heo~1 Capacity • 114 sec cycta: time x 3&00 ,.. 1010 p.p.h. ride Topview Scole 1 :500 ,~ un , ·, ii! N ~ ~ '"¢' ~ ~ ~ ~ 0 N (.:') [--' I C0 I "", .. ".,' . l: ~.>-.-' \ 8 ~ ._----. ---_._-_.. .------------. -----_ .. _------_ .. -.,. "" "" "'" """ -'l'L '" ..11!. .... .... I I I I -$ ----,;; '" j; j-J I @@ flIl1...SIOC I I ~~ ~ ~ ~I i i ~~ ~ ~ ~ ~I E@J I , I i r-~~------~--------~-------+~----r-~~~ "'" J!!!... _ 'Il1O 'Il1O ~ I -. ~ Jll ~ ~ ~ ~ t t ~~~~t, ]f~~~!~~i!JE n--- ~~---~~f--------------T----T-T-~ I £HIRN(ESU I I I I . I ~ w--~--=------L. --m----+----L..._ ---m-----------I~ ~, I J ,------------------------------------ .\ ) I .-_.-________ h rttd= .. _ .. , ...... ~ ttl, fDR LOCKING DEVICE SEE D'JG. -13-0005 AND -13-0006 AS S'UILT .J ". • ". • • • • • • • • • • • • • • • • •• ,. • • ' •. .. • c ,. • • • • • • '. ~ .. • • • - Stormwater Management Report Giant Inverted Boomerang Coaster Proj eet % ~ Ul -0 » 1"'"1 ~ ("") C> -I Agawam, ~ -, 0 » c z: Massachusetts z Ul . -0 1"'"1 Z :;:0 » I.fI <. -s:: Cl cr "" Ul • Prepared for · Six Flags New England .. 1623 Main Street .. r Oc:r:~t\IED * Agawam, MassachusettsOll01 t ~c. ... . . . .. .. p,Ur. 10 1.0\1 ... ..." Prepared by A Ol ~~,~.~G ~. • N anasse Hangen Brustlillt::.a . . Transportation/ Land Development, Environmental Services One Federal Street Building 103-3N Springfield, Massachusetts OlIOS 4137477113 Date: August 4, 2011 . .... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Stormwater Management Report Giant Inverted Boomerang Coaster Proj eet Agawam; Massachusetts Prepared for Six Flags New England 1623 Main Street Agawam, Massachusetts 01101 Prepared by ., N.n~~ fung,n B=tIin, In<_ l> C) :> ~ ::r ::r l> '" S? >-<== <n I .c D '*' F' er- :2:: tn -u ", (J :::! 0 ~ U) ", ::0 <: t) ", c.n Transportation, Land Development, Environmental Services One Federal Street BUilding 103-3N Springfield, Massachusetts 01105 413 7477113 Date: August 4, 2011 . wi • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - ., Vqnasse Hangen Brustlin,...lnc' Table of Contents Table of Contents .............................................•...............•........•.•..............................•...•.•...•. i Project Summary .................................................................................................................... 1 Existing Conditions ...........................................•.......................................................•.........•. 3 Hydrologic Information ............................................................................................................... 3 Proposed Conditions ............................................................................................................. 6 Hydrologic Information ............................................................................................................... 6 HydrologidHydraulic Analysis ......................................•................................................... 9 Hydrologic Analysis .................................................................................................................... 9 Hydraulic Analysis .................................................................................................................... 10 Storrnwater Management Regulations .....•....•.•.•..................•........................•.............•... 11 Slormwater Regulations and Permitting ................................................................................... 11 Storm water Management Standards and Guidelines ............................................... 12 Federal NPDES Construction·Related General Stormwater Perm~s ............... , ....... 14 List of Figures Rgure 1: S~e location Map Rgure 2: Existing Drainage Areas Figure 3: Proposed Drainage Areas List of Tables Table 1: Existing Conditions Hydrologic Data Table 2: Proposed Conditions Hydrologic Data Table 3: Peak Discharge Rates Appendices Appendix A: Existing/Proposed Conditions Plans Appendix B: NRCS Soil Survey Information FEMA Floodway Map Appendix C: TSS Removal Worksheets Appendix D: long Term Stormwater Operation and Maintenance Measures Appendix E: Hydraulic Analysis Appendix F: Erosion and Sedimentation Control Measures Appendix G: Spill Prevention & Response Appendix H: Hydrologic Analysis HydroGAO Analysis: Existing CondHions HydroGAO Analysis: Proposed Conditions Appendix I: Illicit Discharge Statement ~~~f;fII"Id"lOrIir-". Table of Contents 'wJ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • Vana~re Hangen RrustUn, l~ 1 Project Summary The 3.12 -acre Site is located within the Six Flags New England Amusement Park located at 1623 Main Street in Agawam, Massachusetts (see Figure 1). The Project Area, or the Site, is surrounded by other Six Flags property. This entire property is bounded by other Six Flags property to the north, residential properties to the south, the Connecticut River to the east, and State Route 159 to the west. The Site is currently zoned Business B. The Site is located within the Connecticut River surface watershed. There are no wetland resource areas within 5O-feet of the Limit of Work line. The Site is located in the northwest area of the Park. The Site is presently occupied by various amusement uses including food stands, ride features and game vendor areas as well as landscaped areas and paved walkways. Under existing conditions, untreated storm water runoff flows to catch basins and into the park's storm water collection system. This system ultimately discharges to the Connecticut River. The proposed redevelopment of the site includes the removal of an existing water- feature ride and the construction of a new roller coaster ride including new queue lines, walkways and landscape features. Under proposed conditions, storm water runoff will be conveyed to the existing storm water management system for the park, and will ultimately discharge to the Connecticut River. The proposed redevelopment will decrease impervious ground cover and impr9ve existing pervious, landscaped areas. Wherever possible existing drainage and grading patterns were maintained in the proposed design. A HydroCAD model, using TR-20 methodology, was developed to evaluate the existing and proposed drainage conditions on the Site. The results of the analyses indicate that there is no increase in peak discharge rates between the pre-and post- development conditions for the 2-, 10-, 25-and lOO-year, 24 hour storm events. The pre-and post-development peak discharge values are presented in Table 3 at the end of this report. The Stomlwater Management Plan (the Plan), induding Best Management Practices (BMPs) for maintaining stormwater runoff quality both during and after construction, was prepared in accordance with the applicable 1ocal, state, and federal regulations. Details of the Plan are provided herein. 1 Project Summary '-01 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • { :~ • • N.T.S. • - I',. , ., Site Location Map Giant Inverted Boomerang Coaster Six Flags New England 1623 Main Street Agawam, Massachusetts Figur.e I August 4, 20 II I I I I I. I I l,.I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • - Summary ., Vanasre Hangen Brust/in., Inc 2 Existing Conditions The approximately 3.12 -acre Site is currently occupied primarily by the Shipwreck Falls water feature ride. The ride is surrounded by walkways, kiosks and amusements. The Site is not located within any resource areas, however the 200' Riverfront Line is approximately 6Q-feet away from the Limit of Work line as shown on the Site Plans. See Figure 2. The project is not located within the lOO-year flood plain as shown on the FEMA Floodway Map, Panel 250133 0002 A dated February 1, 1978 included in Appendix B. The existing Site is gradually sloped to the east. The Site includes the existing Shipwreck FaIls water feature amusement ride which utilizes a large water tank. This water tank currently drains to the storm water management system for the park. The Site also includes the network of utility infrastructure for the Park including storm water, sanitary sewer, domestic and fire protection water servies and electrical services. Various amenities surround the site including other rides, game and entertainment features and eateries. Soil conditions· on site are classified as Montauk fine sandy loam. This soil classification has a hydrologic soil classification of 'C' which indicates relatively poor infiltration potential. Detailed soils information, NRCS soils map and results of on- site subsurface investigations are included in Appendix B. Hydrologic Information For the existing conditions hydrologiC analysis, the site was divided into three drainage areas that contribute to three design points, where peak discharge rates were evaluated (see Figure 2). The three discharge poinIs aU ultimately discharge to Connecticut River at different locations. Drainage Area 10 This 1.45 acre area consists of the western and northern portion of the analyzed area. This area includes the existing ride and water tank as weU as walkways and landscaped areas. Storm water runoff from this area flows to a catch 3 Existing Conditions 1,.1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Jif.znasse Hangen Brustlin, Tnc. basin located in the southeastern corner of the analyzed area, Design Point DP 1 and conveys storm water through the Park's collection system, discharging to the Connecticut River. Drainage Area 20 This 0.94 acre area consists of the western and northern portion of the analyzed area. This area includes the walkways and landscaped areas surrounding a portion of the eJdsting ride. Storm water runoff from this area flows to a catch basin located in the northeastern corner of the analyzed area, Design Point DP 2, and conveys storm water through the Park's collection system, discharging to the Connecticut River. Drainage Area 30 This O.73acre area consists of the eastern portion of the project area. This area includes the walkways and landscaped areas to the east of the existing ride. Storm water runoff from this area flows to a catch basin located at the eastern edge of the analyzed area, Design Point DP 3, and conveys storm water through the Park's collection system, discharging to the Connecticut River. Table 1 summarizes the key hydrologic parameters for each drainage area used in the existing conditions analysis. Table 1 Existing Conditions Hydrologic Data Time of Description Design Area Curve Concentration (Drainage Area Hl Discharge Location Point (acres) Number (min) 10 Southeast Connection DP-l 1.45 95 6.0 20 Northeasl Conneclion DP-2 0.94 90 6.0 30 Easlern Conneclion DP-3 0.73 89 6.0 4 Existing Conditions P;11682,00Ii>p0rIi1_.,B1111682·0A-eX,dog ° .• II I '4/ ,. XI l <!J \~ X9.5 ~ \ x 94,\ X95.0 x95;; \",,", ~ - ~X95" X'35.1 E ~ ~ X95.8 ~ II"", ~! l \ ,'I r \ \ 'J\ \ .10 /./ / ~Cl\1.. ~n i .. fY .~ --Y~.~.~~!f l o~oo x7~1 " 7'~x7fJ6 . ~ \. '. ' 110\ oJ f ~.~I~]ol;\'1, ~_ '7.~ 00 /0 \., . ~ 95.4 (I 'I \l(\[( "~d)~ \ ~ J'f *"J }~:0Y ~~~*\ ~~, ~., Gv ) x.J ~ _'0"/\ \ j,~:.t1?xJI-~ ®~, x77.6 ~~O~O~ 'q/: //0 00 _/ X~;~ //, ~ LEGEND SU8CATCHMENT DRAINAGE AR EA DESIGNAllON DESIGN POINT • - - -_. DRAINAGE AREA BOUNDARY ~ -~."'r--' ---\ _ •• -. -.--TIME OF CONCENTRATION FLOW UN( X'35.l ~ ) I I 1 9~5/ .~ X9S.e. x 96.7 x9S.9 I x96.7 0 x9S.B 96)(6 X95.6 \~) r~/~ \\""'/1 0 .'# '\- ~# "" (J ~l Do .@ *-;;Jx \ lQO' BUFrER ZONE 4-ho ~le WETLAND BOUNDARY NRCS SOIL CLASSIRCA noNS (HSG) ~~o~ MONTAUK FINE SANDY LOAM eC) Vanasse lIan;!,t.'n Brustlin. Inl". Figure 2 August 4, 2011 Existing Conditions Drainage Areas Giant Inverted Boomerang Coaster Six Flags New England Agawam, Massachusetts ' ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - Summary • yanasre Hangen BrnstlinJ Inc 3 Proposed Conditions The project includes the demolition of the existing Shipwreck Falls water ride and the associated water tank and the construction of a new, Inverted Boomerang Roller Coaster as well as new queue lines, curbing and sidewalks, as weil as utility infrastructure to service the proposed ride. Also included in thJs project will be the inclusion of additional patio and ride-viewing seating areas, as well as the relocation of various kiosks and small attractions. This project was designed to comply with the Massachusetts Storm Water Management Policy to the maximum extent practicable. Existing drainage and grading patterns were maintained where possible. The proposed project will remove the existing water feature ride. This ride was encompassed by a large water tank which, when overflowed or drained, discharged to the storm water collection system for the park. The existing water tank will be removed and replaced with grassed areas as well as the foundations for the proposed ride. Overall, impervious ground cover will be removed under proposed conditions. Hydrologic Information · For the proposed conditions hydrologic analysis, the site was divided into two drainage areas (see Figure 3). These areas discharge to the two design points where peak discharge rates were evaluated for both existing and proposed conditions. Drainage Area 100 -This 1.48 acre area is the larger of the three areas and includes the proposed ride and queue lines. Other amenities included in thJs area include patio and ride41iewing seating, curb line adjustments and other entertainment kioskS and buildings. Storm wa ter runoff from this area sheet flows to existing and proposed catch basins located within this drainage area, ultimately converging at Design Point 1 (DP1) and discharging to the Park's storm water collections system. This design point contributes to an overall discharge at the Connecticut River further south of the project area. Drainage Area 200 -This 0.96 acre area remains relatively identical to the existing Drainage Area 20 with some minor modifications to walkways and curblines, as well 6 Proposed Conditions ~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - ., Vanasre Hangen Brustlin, [nco as patio and seating areas. Storm water runoff from this area sheet flows to existing and proposed catch basins, ultimately discharging the park's storm water collection system at Design Point 2 (DP2). This design point contributes to an overall discharge at the Connecticut River further east of the project area. Drainage Area 300 This 0.67 acre area consists of the eastern portion of the project area. This area includes the walkways and landscaped areas to the east of the proposed ride. Storm water runoff from this area flows to a catch basin located at the eastern edge of the analyzed area, Design Point DP 3, and conveys storm water through the Park's collection system, discharging to the Connecticut River. Table 2 summarizes the key hydrologic parameters for each drainage area used in the proposed conditions analyses. Table 2 Proposed Conditions Hydrologic Data Time of Description Design Area Curve Concentration IDrainage Area #) Discharge Location Point (acres) Number (min) 100 Southeast Connection DP-1 1.48 89 6.0 200 Northeast Connection DP-2 0.96 92 6.0 300 Easlem Connection DP-3 0.67 90 6.0 Although the site does not fully comply with the total suspended solids (fSS) removal requirement of the Massachusetts Storm Water Management Policy, TSS removal rates under proposed conditions are an improvement to the water quality discharging to each design point. Additionally, the park does not receive the sand and salt load that a typical parking lot or roadway would receive on an annual basis. The walkways within, the park are utilized by pedestrians only with an occasional emergency vehicle. Overall, the existing TSS loading in the park is minimal. The calculated TSS removal rates for discharges from the site are shown on the Worksheets included in Appendix C. 7 Proposed Conditions " x / ! / .' U1X ---_ .. £- " :f{ \ .-::-J \ _.""l t--Z is Q. t5 iii w " ':.x··_-" ..•.•. .t.,,""".> .. o .Q.. ________ {f __ ~ >-0: « " z :0 o '" « w 0: « t5 « z « 0: o • I I I I • z o F '" go z W (J 6 UW ... <: 0-' w" ,,0 --' .-... I t w Z ° N 0: ~ iii '0 ° >-0: '" o z 6 £D " Z '" .: 'i - . ~ o " X n on .- ~, x " ~,J] \ .•... o ~.;::.-;:::;:::: ••••••••••••••••••••••••••••••••••••••••••••• .--• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • Vanasse Hangen RrustlJn, Inc 4 Hydrologic/HydraulicAnalysis Hydrologic Analysis The rainfall-runoff response of the Site under existing and proposed conditions was evaluated for storm events with recurrence intervals of 2, 10,25 and loo-years. Rainfall volumes used for this analysis were based on the Natural Resources Conservation Service (NRCS) Type Ill, 24-hour storm event for Hampden County; they were 3.0, 4.6, 5.3 and 6.5 inches, respectively. Runoff coefficients for the pre-and . post-development conditions, as previously shown in Tables 1 and 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 included in Appendix H. Table 3 presents a summary of the existing and proposed conditions peak discharge rates. Table 3 Peak Discharge Rates (cIs') Design Point 2-re·r 2.5-year lOG-year Design Point 1: Southeastem Connection Existing 3.88 6.19 7.19 8.89 ?roposed .. 3.22 5.62 6.88 8.47 .--.----~------_._-~---. -------~- Design Point 2: Northeastem Connection Existing 2.12 3.64 4.30 5.43 Proposed 2.34 3.90 4.58 5.73 Design Point 3: Eastem Connection Existing 1.58 2.76 3.28 4.16 Proposed 1.52 2.61 3.08 3.89 Total: Existing 7.58 12.59 14.n 18.48 Proposed 7.08 12.13 14.34 18.09 . Expressed in cd>ic feet per second 9 Hydrologic/Hydraulic Analysis • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • o Vana«e Hangen /JnJ,Stlin Tne Hydraulic Analysis The results of the analysis indicate that there is no increase in peak discharge rates between the pre-and post-development conditions for each design storm. The closed drainage system was designed for the lO-year storm event. Drainage pipes were sized using Manriing's Equation for full-flow capacity and the Rational Method. Pipe sizing calculations are included in Appendix F of this report. 10 Hydrologic/Hydraulic Analysis • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • Vanasw Hangen Brust/in, Inc. 5 Stormwater Management Regulations 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 quality 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. 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 February 2008). > Environmental Protection Agency (EPA) National Pollutant Discharge Elimination System (NPDES) Stormwater Pennit for Construction Activities disturbing greater than one acre (EPA, Federal Register, December B, 1999 and amendments) Compliance with these regulations is described in the following sections. 11 Hydrologic/Hydraulic Analysis • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .- • Wlnasse Hangen Bros-tim. hze. Stormwater Management Standards and Guidelines P_\I~~ Po ..... The methods for compliance with the ten stormwater performance standards developed by the MA DEP are summarized below. 1. No new stormwaler conveyances may discharge unlreJlled stormwater directly to or cause erosion in wetlands or waters of the Commonwealth. The proposed project does not allow any storm water conveyances to discharge ·untreated storm water to any waters of the Commonwealth. 2. Stormwater management systems shall be designed so that post-development peak discharge rates do not exceed pre-development peJlk discharge rates. This Standard may be waived for discharges to land subject to coaslal storm flowage as defined in 310 CMR 10.04. As provided in Table 3, peak discharge rates for the proposed project do not exceed that of the pre-development conditions. 3. Loss of annual recharge to ground water shall be eliminated or minimized through the use of infiltration measures including environmentally sensitive site design, low impact developmenllechniques, stormwater best managemenl practices, and good operation and maintenance. At a minimum, the annual recharge from the post-development sile 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. The proposed redevelopment of this area of the park will see an increase in pervious ground cover, particularly in the area that was previously utilized as the pool for the existing water ride. Storm water received in this area will be allowed to infiltrate, with any excess being conveyed to the strategically located yard drains which will convey any discharge to the Park's storm water collection system .. 4.· Stormwater managemellt systems shallbe designed to remove 80% of the average annual post-construction load of Total Suspended Solids (TSS). This Standard is met when: ~ Suitable practices for source control and pollution prevention are identified in a long-term pollution prevention plan, and thereafter are implemented and maintained; ~ Stmctural stormwater best management practices are sized to capture the required water quality volume determined in accordance with the Massachusetts Stormwater Handbook; and ~ Pretreatment is provided in accordance with the Massachusetts Stonnwater HllIldbook. 12 Stormwater Management Regulations w • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • o Vanasse Hangen Brustlin,.Inc. While the Project is not subject to the requirements of the Massachusetts Storm Water Standards, 1$S removal rates have been provided for this redevelopment project. Since the Park does not receive frequent vehicular traffic, nor does the park sand or salt during the winter months, the amount of sediment that accumulates upon walkways within the park is already at a minimum. 5. 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 tire discharge of stormwater runoff from such land uses to the maximum extent practicable. If through SOurce control and/or pollution preventinn 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 8MPs 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 loads shall also comply with the requirements of the Massachus etts Clean Waters Act, M.G.L. c. 21, §§ 26-53 and the regulations promulgated thereunder at 314 CMR 3.00, 314 CMR 4.00 and 314 CMR 5.00. The proposed project is not considered a Land Use with Higher Potential Pollutant Load. 6. Stomwater discharges within the Zone II or Interim Wellhead ProteClinn Area of a public water supply and stormwater discharges near or to any other critical area require the use of the specific source control and pollution prevention measures and the specific structural stormwater best management practices determined by the Deporhnent to be suitable for managing discharges to such areas as provided in the Massachusetts Stormwater Handbook. A discharge is near a critical area, if there is a strong 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)1 or (b) to an Ouistanding Resource Water or Special Resource Water s/ra/l comply with 314 CMR 3.00 and 314 CMR 4.00. Stormwater discharges to a Zone lor Zone A are prohibited unless essential to the operation of a public water supply The proposed project is not located within a Zone II or Interim Wellhead Protection Area. 7. A redevelopment project is required to meet the following Stormwater Management Standards only to the maximum extent practicable: Standard 2, Standard 3, and the pretreatment and structllral best management praciice 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 =-13 Storrnwater Management Regulations w • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • • Vanasse Hangen RrustIin,...lnc. requirements of the Stormwater Management Standards and improve existing conditions. The proposed project is considered a redevelopment. Overall areas of impervious ground cover will be reduced under proposed conditions. 8. 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. Recommended erosion and sedimentation control practices are included in Appendix F. 9. A long-term operation and 1/Ulintenance plan shall be developed and implemented to ensure that stormwater management systems function as designed Recommended practices for operating and maintaining long. term stormwater BMPs is included in Appendix D. A recommended checklist for maintenance inspections and follow up is also included. 10. All illicit discharges to the stormwater management system are prohibited. Sanitary sewer and storm drainage structures remaining from previous development which are part of the redevelopment area will be removed or will be incorporated into updated sanitary sewer and separate stormwater sewer systerns:The design plans submitted with this report have been designed so that the components included therein are in full compliance with current standards. No statement is made with regard to the drainage system in portions of the site not induded in the redevelopment project area. The Long-Term Pollution Prevention Plan indudesmeasures to prevent illicit discharges. Federal NPDES Construction-Related General Stormwater Permits The proposed project will result in the disturbance of more than one acre of land and thus requires the preparation and implementation of a Storrnwater Pollution Prevention Plan (SWPPP) by the site contractor and owner in accordance with the Environmental Protection Agency's (EPA's) National Pollutant Discharge Elimination System (NPDES) General Permit Program for Stormwater Discharges from Construction Sites. The SWPPP is not induded in this report. 14 Storrnwater Management Regulations • • • • • • • • • • • • • • • • • • • • • • .4 • • • • • • • • • • • • • • • • • o Vanasre Hangen BrustUn~ Appendix A: Existing/Proposed Conditions Plans Appendix A: Existing/Proposed Conditions Plans Issued for: Permitting Date Issued: August 4, 2011 Latest Issue: August 4, 2011 Index No. Drawing Title La_Issue e-I Legend, Abbreviations and General Notes 08/0412011 e-2 Demolition Plan 08/0412011 C-3 Layout and Materials Plan 08/0412011 e-4 Grading, Drainage and Erosion Control Plan 08/0412011 c-s Utilities Plan 0810412011 C-6 Details 08/0412011 C-7 Details 08/0412011 No. Reference Drawings Latest Issue Sv-l Property Survey XJ<!xxll I Six Flags New England Giant Inverted Boomerang Coaster 1623 Main Street Agawam, Massachusetts Site Location Map l' • Vanasse Hangen Brustltn, Inc. Tramportation Laud Development Environmental Services On. Federal Street Buildins 103·3N Springfield, Massachusetts 01105 413-747-1113 FAX413-747-&16 N.T.S. Propert)' Information Owner/Applicant: SIx Flags New England 1623 Main Street Agawam, Massachusetts 01001 Assessor's Map: 5A-3 Blocks: 256, 257, 258, 262 Assessor's Map: 58-3 Block: 52 H, ~.r }1' ~~] I LIJ III I i , • 1 ~ I I h If •••••••••••••••••••••••••••••••••••••••••••• t --"'::::-:;"'.-::'::::~~-"'----~-------- ••••••••••••••••••••••••••••••• ~ •••••••••••• ~ " i z I , ~ ! , i L< I i t I: ~ ~ I ~ -• I I ! ] I ...... ~ , , , , ~ U . l~ ~l r is ~ j 1= ~ 0 ~ 1 .3 "U " ! i~J ! ] Po. w _u ~ i II 01 -e -." f " . .: e o~i )~ o .!l (5~~§i :1f ~ .. I .. ...l::g ) o Ci ! ; .-----, \ -'---~ o " " . __ ._-,." .. _" .. "'''_ .•• ----.•.. - --~ ---.... ••••••••••••••••••••••••••••• -~ •••••••••••••• ~ z -;-.,,-, .. _ ... ,-- ~ ~ ------",,~-.-.-..• o "r:r 0(,) ~ , ( .-' \ ~\ " , b ~ I I I ;; ~ X • ----~ ....... I ---- I f m' - ••••••••••••••••••••••••••••• ~ ••••••••••••• 4 \---., ~ .. ---- --".-.----~-.<) ,y, " .,.,.--".--,._.,-----........ , ... --.-._ .. _----'.-._- o o •••••••••••••••••••••••••••••••••••••••••••• 4 • • • • · • ~ ~ • ~ • • ~ • • } • f < • J • ~ • l • • ~ • ~ • ;I 1 • • t • i • i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - 1':~'1!!'?~CAO\W~lf&82-()f "'_: -=, ~"""" 1. [CC IEftRS ro EXlIU)[D CQHCIII(TI: OJIIII 'oIIttOI IS CAST-IN-Pl.Aa: '" lH£ na.o. 1.. tM:H [00 IS USED. COH'IRACTOfl IS fa Il£IUIIoIME nI£ DC1EMOO) 1...\'1'0.1' c.mdION$ " 1M[ _ o:J.lME ... 0Ialf.II lU AC:ICGICIIMTI: Pl.ACDlDtT OF -= E:rtruded Coneret. Curb (ECC) N.T.S. -- "'" ...... ~ ...... - NDi'lS: 1. ENQ.OSt SfIIIJClUJIE WITH !tA.~ 1IN(OI .. m...'( Wl!I!. CIo.'lt:M aASN OQHS1RUC1ION. WAiNTAIM lJNTIL "AWIG , .. OER COURSE IS ~ ~ A PERWANiWT STNIO aT QUSS HAS 8[DI ,,,...- lI. " cu.TE ~ ,o.c.wm' [lGS'IHC aJIiB 1HOI e.ou:s NIl: 1'D lIE f'L,IoCt1J AIIOUND THREE .!IOI[$" (f" QUoTE ON.1'. J. CIlIATe fa II( ~ 0'001 "lUI FA8AIC. ... ....u:s SMML 11£ IMSPEctm I'OI!UC.IrU.Y NCII _ oW. ~~n.~.:"'~lID'l.ACDI!Ht!HAlL 8£ Catc::b BasJn SedimeDt Tnp N.Y'&' -- ,,,. UI_401 Nota: 1. PFI<IW)E ElCI'ANSIOH JQNTS AT WIN. JO FT. o.c, \filTH f'R[-~ORIIED JOWl FIlUR. 2. PIIO\ClE TOOL£D 00IfTR(1 .... 1$ AT e' o.c. .l. PROWlE MOOIoI _ IN bllEC1D( I'DI"ODCl.VoII to "'" CODcrete Sidewalk N.T.!. ~~ OON<J£I[ RlA SID[-..u:;s to or ..000 P1I AND fllII ~~ 5QQO 1"9.. SGni 111m 'N K T'M II, Sill (U,t,) All OIlIlMItO. '.".. ..... ,.1 DetaI _ .. ,m ~-~ !':::-:. :"'-... ::," ~:: t:::==~~ oR':'; ~ p • : ~ 0:9.. 12" C<U"ACT'ED (lIU.'tq ....... °00 0 .0,,;. t;:' .... ",. 0°.,: ".~I ~~~ CCIoIP..eTDl SlJIIGRAOC Beary Dllty F1a1b~ """lI.t t'~ ._ .. ""'"" t.r' 81 .... OUS !INDDt alIJItSt 12' CQ,II'AClm GAA'A!!.. ~ CCNI'ACTED SUllGltAll!: ScaDbr' D!ty FkIIbh hvntn.t -"'AIOIDfI' SECTIONS JIll£. ~" ro OW« Mel ..... 8£ IIAE) 01 1HE R£WLTS or NnHD' c:rOTtOlMCAl IH'o£STICA11OftS. Bltuminou. Concrete Pavement Sectlon. N.T.S. ~- orr :7 ~S.ri'd·:~4 ¥L~:' 11"-CAlI!Hm STIJ'I£ "'-- N_ 1. ~ ~~1f~EIE~~TYnurrc~ ~PClNN -.cR£ INCRESS 011 EGRESS IXlCUIIS. 2. 11ft [lfnt ...... a: SHI\I..L BE MAINTAINED LIt A CQrIDilICIN tfllt:H »IALL ~T TRIIdCINC 011: I'\.OIMNC CI sc.t9IT ONlO I'VaJC RIQfJS-cr-WAY. THIS MAY I'[QUIR( PIRQIlIC lOP ORES!INC .TH ADDITIONAl. STON[ AS Cl)NcmoNS DOlAND ANII ItD'AiR CJIIt CL£Af«IUT cr IIff WEAaI~ usm 10 TIIIAP SUlIWENT. ALL SEllINDiT SPiWll, CI'Ic.~ WASHED CJIIt 11IAOCED ONTO I"\.III..IC ItICtflS-OI'-",",Y IIUST E IIllIO'IUI MIElIIA1El.Y. II[ItN 5NAU. K f'E1MTTm. fIOIIICDC IHSP£CTIQN AND MAlNTENMCiE ~ II: PII<NOm N!. HEEDED. J" 1T.ta.mII 0CJCnIUCTICIN Oil SKIU BE IIOIO'tEO ,... TO fItW. I'NSH NAlE!UU BOIC "'1rIUm. Stabi&ed CODltruction Exit N.T.li. -- .". ~~ "', ~-'" -0£TAl.1IAOYICI(O rt'IA COIOUII. ~_ ~T • STIM'OI f'ICAL ~ OT IiOlIJl..AR ML S'I'SD TO 11£ PIIO'CIfl) 8Y -.a. ..,...,ACl\IREJt 8ASm ON 1l£O~ DONEERS IIE'Dt'IIiM:NOAlTO'tS. Modular RetaiDlDl WaO N.T.II. ---"" I.l)J 50 • Vanasse Hangen BfUStHn, Inc. -'"'" --"""'-"" ....... ""' .......... BuiIdiq; 10HN ~~OII05 -4'l-'47-71U -PAX 41J..747..o!116 _. ,---~ -. ~ -. -N/' A'91114, 20ll ;:;:;;;;;:' Giant Inverted Boomerang Coster Six Flags New England 1623 Mail! Str=C -"'""""""'" ....... Permitting Not A~ bComtructiao -'" Details --------.- C-6 " . , ,..jooI ..... i« 1l6Sl.00 116U-D7.DiIO ~I .. ~. I !~mi • I;;~ ~ i ~·f ~ .. nr i '5 ~ • i!ii I I ~!~~ ~ ~ 'il~ Ii i l.Mi ~ ~ • .. rl ~ ! •• I ! ! Q ti ~ "" ~ !-~ n , I I ... u 6 I: t- S" ~li ~ ~, , n -, :;~!It~; i;' .... ~ ••• '·0 ...... ~ \t ••••• ~~;!i:~t: l",·~.!!b b~b!::~~ i;' .... ~ ..... J ~ ! ,,~~~.~ \; ..... ~ss.~5- rOrOr, :".'10 .. !!~ •••••••••••••••••••••••••••••••••••••••••••• 4 " i 7----_ " x .... -~ _fbX ___ ., ~ ___ ~_-X~ ~":10' o N o I ; .: Il~ r <ZlI~~- --~ ~ x 1 I ••••••••••••••••••••••••••••••••••••••••••••• • tit «I) YanasseHangen RrustlinJiE • • • Appendix B: • • NRCS Soil Survey Information • • FEMA Floodway Map • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • e ~~~OO\!\!fOI1'\SIo""""leI\Otainage Appendix D: Mounding Analysis • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - 42· 2' 33" N A Soil Map-Hampden County, Massachusetts, Central Part (Six Flags New England) Map Scale. 1:5790 i prflted onAsile (8Y)( I I") sheet !""_"",,==> ... ___ ~;====?.''''ctcrs o 50 100 200 300 ~_~~==;:~ ____ ~:;=====7:!~Feel o 200 ':00 800 1,200 USDA Natural Resources =-Conservation Service Web Soil Survey National Cooperative Soil Survey 8/1/2011 Page 1 of 3 42' 2' 32" Soil Map-Hampden County, Massachusetls, Central Part (Six Flags New England) MAP LEGEND MAP INFORMATION Area of Interest (AOt) U Area of Interest (ACt) Salls U Soil Map Units Special Point Features '" Blowout (8] Borrow Pit ))( Clay Spot • Closed Depression X Grovel Pit Gravelly Spot @ landfill A Lava Flow .... Marsh or swamp .. Mine or Quarry ® Miscellaneous Water ® Perennial Water v Rock Outcrop T Saline Spot Sandy Spot -=-Severely Eroded Spot 0 Sinkhole l> Slide or Slip ;1 Sodic Spot -Spoil Area I) Stony Spot (l) Very Siony SPOl t Wet Spot .. Other Special line Features 'c Gully .' . Short Sleep Stope ~, Other Political Features 0 Cities Water Features ---Streams and Canals Transportation +++ Rails ,...,. InlerslQlo Highways /'-' US Routes Major Roads .-v local Roads Map Scale: 1:5,780 if printed on A size (8.5" )( 11") sheet. The soil surveys that comprise your AOI were mapped at 1 :25,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown al a more detailed scale. Please rely on the bar scale on each map sheet for accurate map measurements . Source of Map: Natural Resources Conservation Service Web Soil Survey URL: htlp:/Iwebsoilsurvey.nrcs.usda.gov Coordinate System: UTM Zone IBN NADB3 This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Survey Area Data: Hampden County, Massachusetts, Central Part Version 6, Apr 23, 2007 Date(s) aerial images were photographed: 8/14/2006 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unil boundaries may be evident. ~ Natural Resources Web Soil Survey 8/1/2011 ~ ••••••• <tJ s.·W Wi ••••••••• ti.I ~P.iV.O.W •••••••••••••••••• , • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - Soil Map-Hampden County, Massachusetts, Central Part Map Unit Legend Hampden County, Massachusetts, Central Part (MA607) USDA ~ Map Unit Symbol Map Unit Name 1 Water SA Limerick silt loam, 0 to 3 percent slopes 96A HadJeyveryfine sandy loam, a to 3 percent slopes 9SA Winooski silt loam, 0 to 3 percent slopes 2308 Unadilla very fine sandy loam, 3 to 8 percent slopes 254A Merrimac sandy loam, 0 to 3 percent slopes 2548 Merrimac sandy loam, 3 to 8 percent slopes 275C Agawam fine sandy loam, 8 to 15 percent slopes 2768 Ninigret fine sandy loam, 0 to 6 percent slopes 3008 Montauk fine sandy loam, 3 to 8 percent slopes 31 58 Scituate fine sandy loam, 3 to 8 percent slopes 3278 Meckesville loam, 3 to 8 percent slopes 3270 Meckesville loam, 15 to 25 percent slopes Totals for Area of Interest Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey AcresinAOI 19.1 12.6 7.3 2.7 0.2 0.3 1.S 1.0 3.3 98.0 7.9 1.2 4.6 159.9 Six Flags New England Percent of AOI 11.9% 7.9% 4.6% 1.7% 0.1% 0.2% 1.1% 0.6% 2.1% 61.3% 4.9% 0.8% 2.9% 100.0% 8/1/2011 Page 30f3 N A Hydrologic Soil Group-Hampden County, Massachusetts, Central Part (Six Flags New England) Map Sca!e: 1:5.790 if prilted on A size (8.S" )( W) sheet. __ ~== ____ ... ====::>'Meters o 50 100 200 300 ~_~~==:,~ ____ ~~====~Feel o 200 400 800 1.200 USDA Natural Resources --Conservation Service Web Soil Survey National Cooperative Soil Survey 8/1 12011 Page 1 of4 42° 2'32" 42"1'53° -.~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -- ••••••••••••••••••••••••••••••••••••••••••••• USDA - Hydrologic Soil Group-Hampden County, Massachusetts, Central Part (Six Flags New England) MAP LEGEND Area of Interest (AOI) D Area of Interest (AOt) Soils c...J Soil Map Units Soil Ratings D A D NO D B D BID D C D C/O D 0 Not rated Of not available Political Features o Cities Water Features Streams and Canals Transportation +++ Rails """'" Interstate Highways ./\/ US Routes Major Roads ~ local Roads Natural Resources Conservation Service MAP INFORMATION Map Scale: 1 :5,780 if printed on A size (8.5" )( 11") sheet. The soil surveys that comprise your AO] were mapped at 1 :25,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for accurate map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov Coordinate System: UTM Zone 18N NAD83 This product is generated from the USDA·NRCS certified data as of the version date(s) listed below. Soil Survey Area: Survey Area Data: Hampden County, Massachusetts. Central Part Version 6, Apr 23, 2007 Date(s} aerial images were photographed: 8114/2006 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Web Soil Survey National Cooperative Soil Survey 8/1/2011 Page 2 of 4 Hydrologic Soil Group-Hampden County, Massachusetts, Central Part Hydrologic Soil Group w • Six Flags New England e • • • • Hydrologic Soil Group--Summary by Map Unit -Hampden County, Massachusetts, Central Part (MA607) • • • • • • • • • • • • • • • • • • • • U5DA ~ Map unit symbol Map unit name Rating 1 Water SA Limerick silt loam, a to 3 percent slopes C 96A Hadley very fine sandy loam, 0 to 3 B percent slopes 9SA Winooski silt loam, 0 to 3 percent slopes B 230B Unadifla very fine sandy loam, 3 to 8 B percent slopes 254A Merrimac sandy loam, 0 to 3 percent A slopes 254B Merrimac sandy loam, 3 to 8 percent A stopes 275C Agawam fine sandy loam, 8 to 15 IB percent slopes 276B Ninigret fine sandy loam, 0 to 6 percent B slopes 300B Montauk fine sandy loam, 3 to 8 percent C slopes 315B Scituate fine sandy loam, 3 to 8 percent C slopes 327B Meckesville loam, 3 to 8 percent slopes C 327D MeckesviJle loam, 15 to 25 percent C slopes Totals for Area of Interest Natural Resources Conservation Service Web Soil SUlvey National Cooperative Soil Survey Acres in AOI 19.1 I 12.6 7.3 I 2.7 0.2 0.3 1.8 1.0 3.3 I 98.0 7.9 1.2 4.6 159.9 Percent of AOt 11.9% 7.9% 4.6% 1.7% 0.1% i , , 0.2% 1.1% 0.6% 2.1% 61.3% 4.9% 0.8% 2.9% 100.0% • • • • • • • • • • • • • • 8/1/2011 • Page 3 of 4 • • - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • • • Hydrologic Soil Group-Hampden County, Massachusetts, Central Part USDA Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long-duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (AID, BID, and C/O). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group O. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink-swell potential, soils that have a high water table, soils that have a c1aypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (AID, BID, or C/O), the first leiter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group 0 are assigned to dual classes. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey Six Flags New England 8/1/2011 Page 4 of4 ••••••••••• ~ •••••••••••••••••••••••••••••••• I I \ I I I I r-lrln I I w ::> z w .. > « ZON};A1 211'/78 ZONE C RM5 )ZONE B ~ APPROXIMATE SCALE 800 0 800 FEET IHATIBHAl FLOOD INSURANCE PROGRAM ; ... FLOOD .. INSURANCE RATE MAP TOWNOF .... AGAWA1d. MASSACHUSETTS. HAMPDEN collN'TY COMMUNITy.pANEl NUMBER 250133 0002 A (SEE MAP INOEX FC?fl PACES NOT PRINT!;D~ '., ~ w • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Vanasse Hangen Brusrlin, [17C Appendix C: TSS Removal Worksheets :::;.,"!.-_ .• ....,. Appendix E: 1'5S Removal Worksheets ,.,., rtemova, valculation Worksheet Vanasse Hangen Brustlin, Inc. Consulting Engineers and Planners One Federal Street, Building 103-3N Springfield, MA 01105 (413) 747-7113 A Project Name: Project Number: Location: Discharge Point: Drainage Area(s): B GIB Coaster, SFNE 11682.00 Agawam, MA DP-1 100 Deep Sump and Hooded I 25% 1.00 I I Catch Basin 0% 0.75 I 0% 0.75 0% 0_75 = 0% II i 0.75 • BMP and TSS Removal Rate Values from the MassDEP Stormwater Handbook Vol. 1. Removal rates for proprietary devices are from approved studies andlor manufacturer data (attach study or data source, or remove this sentence if not applicable) . .. Equals remaining load from previous BMP (E) ... Stormceptor sizing calculation gives a TSS removal rate of 87%. To be conservative, 80% removal is used for this calculation (Change name of device and the claimed removal rate shown on the calc. sheet. Remove this sentence if not applicable. P:\11682.00\reports\Stormwater\SFNE TSS Removal I II II Sheet: Date: Computed by: Checked by: 0.25 0.00 0.00 0.00 0.00 Treatment Train TSS Removal = 1 of 3 4-Aug-2011 JEC JJF E 1~·75 0.75 II 0.75 0.75 II II 0.75 ij 25% 1\ ••••••••••••••••••••••••••••••••••••••••••••• • TSS Removal Calculation Worksheet Vanasse Hangen Brustlin, Inc. Consulting Engineers and Planners One Federal Street, Building 103-3N Springfield, MA 01105 (413) 747·7113 A Deep Sump and Hooded Catch Basin Project Name: Project Number: Location: Discharge Point: Drainage Area(s): B 25% 0% 0% 0% 0% GIB Coaster, SFNE 11682.00 Agawam, MA DP·3 300 C 1.00 0.75 0.75 0.75 0.75 • BMP and TSS Removal Rate Values from the MassDEP Stormwater Handbook Vol. 1. Removal rates for proprietary devices are from approved studies andlor manufacturer data (attach study or data source, or remove this sentence if not applicable) . •• Equals remaining load from previous BMP (E) ••• Stormceptor sizing calculation gives a TSS removal rate of 87%. To be conservative, 80% removal is used for this calcutation (Change name of device and the claimed removal rate shown on the calc. sheet. Remove this sentence if not applicable. P;\11682,QO\reports\Stormwater\SFNE TSS RemolJal Sheet: Date: Computed by: Checked by: 0 0.25 0.00 0.00 0.00 0.00 Treatment Train TSS Removal = 30f3 4·Aug-2011 JEC JJF E 0.75 0.75 0.75 0.75 0.75 ~ 25% I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - ,. Vl.lnas;re Hangen BrustU~ rOC AppendixD: Long Term Stormwater Operation and Maintenance Measures ::;..~-Appendix F: Long Term Operation and Maintenance Measures • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • Vanasse Hangen Brustlt~ rnc . Project Contact Infonnation ""11582.00 ; b:Swi_~ _ .. Site Giant Inverted Boomerang Coaster Six Flags New England 1623 Main Street Agawam, Massachusetts 01001 Developer Six Flags New England 1623 Main Street Agawam, Massachusetts 01001 (413) 786-9300 Site Supervisor Chuck Davis, Director of Maintenance and Construction Six Flags New England 1623 Main Street Agawam, Massachusetts 01001 (413) 786-9300 x3293 Appendix F: Long Term Operation and Maintenance Measures • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • VanaS'M Hangen Rrnstlin lnc Long Term Stormwater 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 basins once annually, in the spring, for cracking or erosion of side slopes, embankments, and accumulated sediment. Necess;uy sediment removal, earth repair, and / or reseeding will be performed immediately upon identification. . > Clean all catch basins twice annually to remove accumulated sand, sediment, and floatable products or as needed based on use. > Paved areas will be swept, at a minimum, two (2) times per year. > Routinely pick up and remove litter from the parking areas, islands and perimeter landscape areas in addition to regular pavement sweeping. Standard Asphalt Pavement > Sweep or vacuum standard asphalt pavement areas at least four times per year with a commercial cleaning unit and properly dispose of removed material. > Recommended sweeping schedule: ~ Oct/Nov ~ Apr/May ~ More frequent sweeping of paved surfaces will result in less accumulation in catch basins, less cleaning of subsurface structures, and less disposal costs. > Check loading docks and dumpster areas frequently for spillage and/ or . pavement staining and clean as necessary. Structural Stormwater Management Devices Catch Basins > All catch basins shall be inspected and cleaned a minimum of at least once per year. Appendix F: Long Term Operation and Maintenance Measures w • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • - • Vanasse Hangen Brustltn,...Iru;. > 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 > Catch basin grates must be kept free of leaves, litter, sand. and debris. Stormwater Outfalls > Inspect outfall locations monthly for the first three months after construction to ensure proper functioning and correct any areas that have settled or experienced washouts. > Inspect outfalls annually after initial three month period. > 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. Roof Drain Leaders > Perform routine roof inspections quarterly. > Keep roofs clean and free of debris. > Keep roof drainage systems clear. > Keep roof access limited to authorized personnel. > Clean inlets draining to the subsurface bed twice per year as necessary. Vegetated Stormwater Management Devices Vegetated Areas Maintenance Although not a structural component of the drainage system. the maintenance of vegetated areas may affect the functioning of storm water 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. > Immediately clean any soil deposited on pavement. > 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. > The grass vegetation should not be cut to a height less than four inches. P:l1'~oo..po.ttlSl_lIer.o"","!/I! A d· F L TOp· d Ma· M _... ppen IX : ong erm eratlOn an mtenance easures w • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - .' Yanasse..Hangen Brnstlin Inc > Pesticide/Herbicide Usage -No pesticides are to be used unless a single spot treatment is required for a specific control application. > 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. Long Term Best Management Practices Checklist > . The Long-Term BMP Maintenance/Evaluation Checklist is attached. :---Appendix F: Long Term Operation and Maintenance Measures I I - Giant Inverted Boomerang Coaster, Six Flags New England, Agawam, MA Long Term Best Management Practices -Maintenancel Evaluation Checklist Best Management Inspection Date Inspector Minimum Maintenance and Key Items to Check Practice Frequency Inspected Deep Sump and Bi-annually Hooded Catch basin Street Sweeping Bi-annually --_ .. ------------------- --------- - Stormwater Control Manager ______________ _ Pjjl6112.~ ~~h Appendix H: Long Term Siormwaler Operation and Maintenance ---- - -- --- Cleaning/Repair Needed Date of Performed by Dyes Dno (List Items) Cleaning/Repair Uyes Uno Uyes Uno Uyes Uno Dyes Dno Uyes Uno Dyes Dno Uyes LJno Uyes Uno Dyes Dno Uyes Dno Uyes Uno Dyes Dna Uyes Uno ----- - --------L ____ - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • <at Vanasre Hangen Brustlin fnc Appendix E: Hydraulic Analysis Hydraulic Spreadsheet P~l'l3S2.lD.rIpotII'SlomMal8i\1lrlill9 A d· G H d I· I· _.. ppen IX : y ro ogIc Ana YSIS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - o lli:nasse Hangen BrustUn Tnc Hydraulic Spreadsheet ::;:..."'!:""-Appendix G: Hydrologic Analysis •••••••••••••••••••••••••••••••••••••••••••• CD DESCRIPTION Vanasse Hangen BrustJin, Inc. Transporlation land Devolopment Environmental Services One F~dera( Street, Building '\ 03-3N Springfield, MA 01 1 05 (413) 747-7113 P:\11682.00'sejXJf1s\Slormwater\Pipe Cales -HGl WOIks"eel Name: Client: GIant Inverted Boomerang Coaster Six Flags New England SFNE Proj. No.: D1;lte: Computed by: Checked by: 11682.00 814/2011 JEC JJF • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • Vanasse Ha"8f!" Brumin, [nc Appendix F: Erosion and Sedimentation Control Measures ~"!x""'''''-''''-Appendix G: Erosion and Sedimentation Control Measures • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • e-vana£~ Hangen BruslYn Tne 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 and do not constitute or replace the final Stonnwater Pollution Prevention Plan that must be fully implemented by the Contractor and owner in Compliance with EPA NPDES regulations. Hay 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. Slit 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-penneable barrier mad.e 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. Compost Berms Catch Basin Protection Newly constructed and existing catch basins will be protected with hay bale barriers (where appropriate) or silt sacks throughout construction. 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. Diversion Channels Diversion channels will be used to collect runoff from construction areas and discharge to either sedimentation basins or protected catch basin inlets. Appendix G: Erosion and Sedimentation Control Measures w • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - fit vanasse Hangen RrlLstlin lnc Temporary Sediment Basins Temporary sediment basins will be designed either as excavations or bermed stormwater detention structures (depending on grading) that will retain runoff for a sufficient period of time to allow suspended soil particles to settle out prior to discharge. These temporary basins will be located based on construction needs as determined by the contractor and outlet devices will be designed to control velocity and sediment. Points of discharge from sediment basins will be stabilized to minimize erosion. Vegetative Slope Stabilization Stabilization of open soil surfaces will be implemented within 14 days after grading or construction activities have temporarily or permanently ceased, unless there is sufficient snow cover to prohibit implementation. Vegetative slope stabilization will be used to minimize erosion on slopes of 3:1 or flatter. Annual grasses, such as armual rye, will be used to ensure rapid germination and production of root mass. Permanent stabilization will be completed with the planting of perennial grasses or legumes. Establishment of temporary and permanent vegetative cover may be established by hydro-seeding or sodding. A suitable topsoil, good seedbed preparation, and adequate lime, fertilizer and water will be provided for effective establishment of these vegetative stabilization methods. Muich will also be used after permanent seeding to protect soil from"the impact of falling rain and to increase the capacity of the soil to absorb water .. Maintenance » The contractor or subcontractor will be responsible for implementing each control shown on the Sedimentation and Erosion Control 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. > 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. :::;:.-:.-*-Appendix G: Erosion and Sedimentation Control Measures • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Vanasre Hangen Brustlf.r4.!.nc. > 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. ::;:''''!o''''"'''''--Appendix G: Erosion and Sedimentation Control Measures '. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .- Construction Best Management Practices· Maintenance/Evaluation Checklist ::;;;."!.-Appendix G: Erosion and Sedimentation Control Measures - Giant Inverted Boomerang Coaster, Six Flags New England, Agawam, MA Construction Best Management Practices -Maintenance! Evaluation Checklist Best Management Practice Inspection Date Inspector Frequency Inspected Weekly and Hay Bales/Silt Fencing after storm events Weekly and Gravel Construction Entrance after storm events Weekly and Catch Basin Protection after storm events Weekly and Diversion Channels after storm events Weekly and Temporary Sedimentation after storm Basins events Weekly and Vegetated Slope Stabilization after storm events Stormwater Control Manager ____________________ _ P:\ll~ ~a.dIlel_ Appendix G: Erosion and Sedimentation Control Measures Minimum Maintenance and Key Items to Check --- CleaningfRepair Needed Date of Performed by: Dyes Dno (List Items) CleaningfRepair Dyes Dno Dyes Dno Dyes Dno Dyes Dno Dyes Dno Dyes Dno Dyes Dno -L .... ~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .- tI VanaSSe Hangen BrustUn. Inc Appendix G: Spill Prevention & Response P:\11C~t'lSloIr-.llr1DniMQ1 AdM H d I . A I . -... ppen ix : y ro ogle na YS1S w • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • vanasse Hangen B'?'Stlin lnc Spill Response Procedure Initial Notification In the event of a spiil the facility and/or construction manager or supervisor wiii be notified immediately. Faciiity Manager (name) Facility Manager (phone) Construction Manager (name) Chuck Davis, Director, Maintenance and Construction 413-786-9300 x3293 Construction Manager (phone) . Assessment -Initial Containment The supervisor or manager will assess the incident and initiate containment control measures with the appropriate spiii containment equipment included in the spiii kit kept on-site. The supervisor wiii first contact the Fire Department and then notify the Police Department, Board of Health and Conservation Commission. The fire department is ultimately responsible for matters of public health and safety and should be notified immediately. Fire Department Phone: 911 Police Department: 911 Board of Health Phone: 413-786-0400 Conservation Commission. Phone: 413-786.-0400 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 responsible for 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. Appendix M: Hydrologic Analysis 1,.1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - ., Vqnocw Hangen BruStlin Tnc HAZARDOUS WASTE lOlL SPILL REPORT Date_---"'-_-', __ Time _____ AM' PM Exact location (Transformer #),_~ ____________________ _ Type of equipment, ____________ Make _____ -'Size _____ _ S ! N Weather Conditions ___ --'-______ _ On or near water DYes · o No ' If yes, name of body of water _____ -'--__ _ Type of chemical! oilspilled_~ ________ _ Amount of chemical' oil spilled, _________ _ Cause of spill ______ "'-_____________________ _ Measures taken to contain or clean up spill, __________________ _ Amount of chemical foil recovered _______ ,Method ___________ _ Material collected as a result of clean up ~~ ___ ....:drums containing _____________________ _ ______ ,drumscontaining, __________________ --'-__ _ ______ ,drumscontaining, ___________ ~ _________ _ 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 ___________ Time, ____ '--_AM' PM Spill reported to DEP 'National Response Center by ______________ _ DEP Date ! f Time AM , PM Inspector ______ _ NRC Date f f Time AM f PM Inspector ______ _ Additional comments, _________________________ _ Appendix M: Hydrologic Analysis • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Vanasse Hangen Brustlin, Tne 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 BALES SORBENT BOOM 100 FEET SAND BAGS (empty) 50 SEWER PIPE PLUGS --12 INCH DIAM. 1 SPEEDI-DRI ABSORBENT 540# BAGS SQUARE END SHOVELS 1 PICK 1 PRY BAR 1 DRAIN COVERS 2 Appendix M: Hydrologic Analysis • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • Vanasse Hangen Brudlin, lnc EMERGENCY NOTIFICATION PHONE NUMBERS · 1. SUPERVISOR/MANAGER NAME: PHONE: BEEPER: ~~ __________ __ --------HOME PHONE: ______ _ ALTERNATE: NAME: PHONE: BEEPER: ______________ __ --------HOME PHONE: ______ _ 2. FIRE DEPARTMENT EMERGENCY: 911 BUSINESS: (413) 821-0612 POLICE DEPARTMENT EMERGENCY: 911 BUSINESS: (413) 821 -0609 3. CLEANUP CONTRACTOR: __________________ __ ADDRESS:. ______________________ __ PHONE: 4. MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION EMERGENCY: 1-888-304'1133. WESTERN REGION -SPRINGFIELD OFFICE: (413) 784-1100 5. NATIONAL RESPONSE CENTER PHONE: (800) 424-8802 ALTERNATE: U.S. ENVIRONMENTAL PROTECTION AGENCY EMERGENCY: (617) 223-7265 BUSINESS: (617) 860-4300 6. CONSERVATION COMMISSION CONTACT: (413) 786-0400 BOARD OF HEALTH CONTACT: (413) 786-0400 7. FACILITY MANAGER NAME: PHONE: Appendix M: Hydrologic Analysis '-' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - Appendix H: Hydrologic Analysis :;;;;..~-..... "-Appendix M: Hydrologic Analysis tID J1lnasse Hangen Brustlfu. Inc. HydroCAD Analysis: Existing Conditions :;;::.":""-.... ..."..... Appendix M: Hydrologic Analysis 1..1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Drainage Area 20 . Drainage Area 30 Drainage Area 10 Drainage Diagram for EX Prepared by Vanasse Hangen 8rusllin, Inc., Printed 8/312011 HydroCAD® 9.10 sin 01452 © 2009 HydroCAO Software Solutions LLC til) Vanasre Hangen Rrustlin,...Inc. 2·Year Storm Event· Existing ::;:.,.'"!,-"""-Appendix M: Hydrologic Analysis .... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .' • • • • • • • • • • • • • • • • • • • • • EX Prepared by Vanasse Hangen Brustlin, Inc. Type /1/ 24-hr Hamp-02 Rainfal/=3,OO" Printed 8/3/2011 HydroCAD® 9,10 sin 01452 © 2009 HydroCAD Software Solutions LLC Page 2 Time span=O.OO-30.00 hrs, dt=0.05 hrs, 601 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+ Trans method -Pond routing by Stor-Ind method Subcatchment 105: Drainage Area 10 Subcatchment 205: Drainage Area 20 Subcatchment 305: Drainage Area 30 Runoff Area=63,345 sf 81,86% Impervious Runoff Depth=2.45" Tc=6.0 min CN=95 Runoff=3,88 cfs 12,930 cf Runoff Area=40,S35 sl 58.37% Impervious Runoff Depth=1.9S" Tc=6 .0 min CN=90 Runoff=2,12 cfs 6,752 cf Runoff Area=31 , 704 sf 52,70% Impervious Runoff Depth=1 ,90" Tc=6.0 min CN=89 Runoff=1,58 cIs 5,019 cf Total Runoff Area = 135,884 sf Runoff Volume = 24,701 cf Average Runoff Depth = 2.18" 32.00% Pervious = 43,486 sf 68.00% Impervious = 92,398 sf EX Prepared by Vanasse Hangen 8rustlin, Inc. Type III 24-hr Hamp-02 Rainfall=3.00" Printed 8/3/2011 HydroCAD® 9.10 sin 01452 © 2009 HydroCAD Software Solutions llC Summary for Subcatchment 105: Drainage Area 10 Runoff = 3.88 cfs @ 12.09 hrs, Volume= 12,930 ct, Depth= 2.45" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-02 Rainfall=3.00" • Area (sO CN Description Tc (min) 6.0 Impervious 51,856 11,489 98 79 50-75% Grass cover, Fair, HSG C 63,345 11,489 51,856 95 Weighted Average 18.14% Pervious Area 81.86% I mpervious Area Length (feet) Slope (ftIft) Velocity (ft/sec) Capacity (cfs) Description Direct Entry, Minimum Subcatchment 10s: Drainage Area. 10 -, --;--;--r -, -_.,--r---r --~--,--, , , , I I j , ! I I ! I I , -'-'--r-r -,-,--r-T-,--r-, , , , I f I, r I ! I -~-,--r-r -'--I--r -r-~--,--, , , I , , , , I, I I I 1 ··1 ·' -I·'·' .. i" .•. ', -.',.' -r ., T --1-, , , , " , , -,--r-T-,--r-r ---4--r-T -~--r-r-'-4--r - I I I I I I I I I I I : "yp~ I" ~4~hr 1fi~n1p~O~ ! !: Rainfall?3.QO ~· I I I , , ! ! _ : I , J I I I I I -:--;--; --:--:--ROnon-Atea~::63; 345"5f- I I I I I I : i I ; I f I I I : Runoff Vblume;:12j930: cf I I I I i I I , , I ; I I I , , " ;RjJr1oft p~p'hF~-45:' -,--:--T -,--,--t -\ --,--r -"T -i --.--r -.., -~--r.-r -: ::::::::: lc~~.Q rt;1lrJ : ' , : c' N' =95' I I , I I . , , , , I I I I " I I I I I J ! -,--r--"1' --I · w ;--., --:--,--i --, --, ... r -1 --1-··1-·' i" _ .. , I , , , , Time (hOOrs> Page 3 w • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • ... EX Prepared by Vanasse Hangen Brust/in, Inc. Type 1/1 24-hr Hamp-02 Rainfall=3.00" Printed 6/3/2011 HydroCAO® 9.10 sIn 01452 © 2009 HydroCAD Software Solutions LLC Summary for Subcatchment 20s: Drainage Area 20 Runoff = 2.12 efs@ 12.09 hrs, Volume= 6,752 cf, Depth= 1.96" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-02 Rainfall=3.00" • Area (sf) CN Description Tc (min) 6.0 23,835 17,000 40,835 17,000 23,635 Length (feet) 98 Impervious 79 50-75% Grass cover, Fair, HSG C 90 Weighted Average 41.63% Pervious Area 58.37% Impervious Area Slope (ft/ftl Velocity (ft/sec) Capacity (efs) Description Direct Entry, Minimum Subcatchment 20s: Drainage Area 20 , I ( I I I I ! , , , I I f I I I I; " -,---r-r-,-,--r -T-,--r-. -:--~ -; -~--:'Fy' "';e-:tH~24 -L.~ Ham' 'p-n2· -I I I I ,... l i I -.h" ~ . " , , , , I I I r I I r I '" I I I I J : , : Rainfall;::3.00~· I I : I I I I I I I I : : Rundff;Area:;:40,83S:sf I I I , I I I I f I I j I I , : :Ru~qffiVol~m~~6,7$2: cJ I I I i I I .: Runoff r!>epth;:1.98~· ! I I I I I ' ii i I I I i i I I , _..! _ _ _L _ ... _ . ..1 __ I ___ ~ __ "!. _ ..J ___ , __ .' I I I i I -:--'~'-7 .,-:---: .. -~ ."~ ---:-~~' -'~' -~-Tc::;6~~mtn- I I I 1 I I I I . , " .: I I , : ': CN=90 t ,I , , , , , , ,. Tlme (hours) Page 4 /. Runoff~ EX Prepared by Vanasse Hangen 8rustlin, Inc. Type 11/ 24-hr Hamp-02 Rainfall=3.00" Printed 8/3/2011 HydroCAD® 9.10 sIn 01452 © 2009 HydroCAD Software Solutions LLC Summary for Subcatchment 305: Drainage Area 30 Runoff = 1.58 cfs @ 12.09 hIS, Volume= 5,019 cf, Depth= 1.90' Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-02 Rainfall=3.00" • Area (sf) eN Description Tc (min) 6.0 16,707 14,997 31,704 14,997 16,707 Length (feet) , , , 98 Walkways, Buildings, Misc. Impervious 79 50-75% Grass cover, Fair, HSG C 89 Weighted Average 47.30% Pervious Area 52.70% Impervious Area Slope (ftlft) Velocity (ftlsec) Capacity (cfs) Description Direct Entry, Minimum Subcatchment 305: Drainage Area 30 , i ; 1 I , I I I , :Type JII: 2i4-h~ Hamp-02 , I \ 1 I I , I I I \ , , : Rainfall;::3.00~' I F I i I I I I I I I : : Rundff Area=31 704: sf , I I I I I ) 1 , I I , I 'I I , I , I I I r I I I I , .:--:--; -~ ~utJQfffV:ol~01~ -~5,:01.9 :-c'­ Runoff Depthi=1.90~1 "'1---.',--)"-'--1-·-r-T"· -l--,--, , , , , , , , , , ! ' I I I i I I . I : Tc=6~O: min I ; I I , CN=S9 ; I I , PageS ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. 1o-Year Storm Event -Existing ::;:"' •• ;.""'................... Appendix M: Hydrologic Analysis EX Prepared by Vanasse Hangen Brustlin, Inc. Type 11/ 24-hr Hamp-1 0 RainfaJ/=4.60" Printed 8/3/2011 HydroCAD®9.10 sIn 01452 ©2009 HydroCAD Software Solutions LLC Page 6 Time span=0.00-30.00 hrs, dt=0.05 hrs, 601 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-lnd+Trans method -Pond routing by Stor-Ind method Subcatchment 10s: Drainage Area 10 Subcatchment 20s: Drainage Area 20 Subcatchment 30s: Drainage Area 30 Runoff Area=63,345 sf 81.86% Impervious Runoff Depth=4.02" Tc=6.0 min CN=95 Runoff=6.19 cfs 21,240 cf Runoff Area=40,835 sf 58.37% Impervious Runoff Depth=3.49" Tc=6.0 min CN=90 Runoff=3.64 cfs 11,882 cf Runoff Area=31,704 sf 52.70% Impervious Runoff Depth=3.39" Tc=6.0 min CN=89 Runoff=2.76 cfs 8,957 cf Total Runoff Area = 135,884 sf Runoff Volume = 42,078 cf Average Runoff Depth = 3.72" . 32.00% Pervious = 43,486 sf 68.00% Impervious = 92,398 sf ~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - EX Prepared by Vanasse Hangen Brustlin, Inc. Type III 24-hr Hamp-10 Rainfall=4.60" Pri nted 8/3/2011 HydroCAO® 9.10 sIn 01452 © 2009 HydroCAD Software Solutions LLC Summary for Subcatchment 105: Drainage Area 10 Runoff = 6.19 cfs @ 12.09 hrs, Volume= 21,240 cf, Depth= 4.02" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-l0 Rainfall=4.60" • Area(sQ eN Description Tc (min) 6.0 98 Impervious 51,856 11 ,489 79 50-75% Grass cover, Fair, HSG C 63,345 11,489 51,856 95 Weighted Average 18.14% Pervious Area 81 .86% Impervious Area . Length (feet) Slope (ft/ft) Velocity 1ft/sec) Capacity Icfs) Description Direct Entry, Minimum Subcatchment 105: Drainage Area 10 " , ---i--1-..... -... --j--f--t' --,--,-~ , f I I I , " , -'i ,. -'f _ ••• -i" '" ", f I I ' _~_~ __ ~_~_~_~ __ ~_L_~_ I I I t I , , , , , , I I I I I I I , I I I I -,---r-r --l--I--r -"-,--,-- I I I I I , , , , , , .• J. __ L.L.J __ I __ L_!_J __ ' __ t I I I t I I , , , , , , , , , " ._-+--·.1_-;--.... ··-1-, Hydrograph , , I I 1 I I i I I ; i , -:--:--;--:--:-...... y-'p. -e-'-rrr-'i,iJ::tirHamp· -:f"- I I ! I ,~ ,. 4 I , ' ,II' I Y I I I I I , ! I .t I I , ",: ,:Rainfall,= ... aO ;' -I"~ ",'" i" "',. ';---r -",. ",'--i-'" -,--,-,. '1-Runoff Area=63;345 sf f I I f I I l r , f I I j r I I ; -:--~-~ -";RurlofUtblume;:21 j240~cf-I I ' I , , ! ii i I I 1 • I , , :Ri.niof( De th=4.02~' I t I " I ,Pj I I I , I " I j .• ,-.• r· •. ., -,-.• , •. -1" .•. , •. ·'1'· I I I i , , , . __ t _l .. __ ' __ 1.1_ t I I' 1 • , "T' '''':0' '.' ,-_., -., -"'C=o. ·...,.,,'n · .. I , I , ; It ··~ , 1 , , I CN=:95 , , _j. __ 1 __ ';' _ • ..;. -_i· __ ;... _,~ •. ..; __ ;_. _I-_ oj. _ ••• ~ __ • __ , __ I i I I Page 7 EX Prepared by Vanasse Hangen Brustlin, Inc. Type III 24-hr Hamp-10 Rainfal/=4.60· Printed 8/3/2011 HydroCAD® 9.10 sin 01452 © 2009 HydroCAD Software Solutions LLC Summary for Subcatchment 205: Drainage Area 20 Runoff = 3.64 cfs @12.09 hrs, Volume= 11,882 cf, Depth= 3.49' Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-10 Rainfall=4.60" • Area (sf) CN Description Tc (min) 6.0 98 Impervious 23,835 17,000 79 50-75% Grass cover, Fair, HSG C 40,835 17,000 23,835 90 Weighted Average 41 .63% Pervious Area 58.37.% Impervious Area Length (feet) Slope (ftlft) Velocity (ftlsec) Capacity (cfs) Description Direct Entry, Minimum Subcatchment 205: Drainage Area 20 Hydrograph , , , -4 -~ __ ~_~_~_'~ __ ~_+_~ __ ~_ r! ! I I I , I I " I , ·'-1--·,---1""'-,-"'r -'°1--, , , _ 4_~ __ ~_~_~ __ 1 __ ~_~_~ __ ~_ I I I I I I I , , , , , , , , , , , .... (-.. T , .. ·'1- I r ;, I I _1 __ ~_4 _~ __ I __ ~_._~ __ ~_4_~ __ ~_L _._~ __ ~_~ _ Page 8 I.i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. EX Prepared by Vanasse Hangen Brustlin, Inc. Type III 24-hr Hamp-10 Rainfal/=4.60· Printed 8/3/2011 HydroCAD® 9.10 sin 01452 ©2009 HydroCAD Software Solutions LLC Summary for Subcatchment 305: Drainage Area 30 Runoff = 2.76 cfs @ 12.09 hrs, Volume= 8,957 cf, Depth= 3.39" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-10 Rainfall=4.60" * Area (sf) CN Description Tc (min) 6.0 16,707 14,997 31 ,704 14,997 16,707 length (feet) 98 Walkways, Buildings, Misc. Impervious 79 50-75% Grass cover, Fair, HSG C 89 Weighted Average 47.30% Pervious Area 52.70% Impervious Area Slope (ft/tt) Velocity (ft/sec) Capacity Description (cfs) Direct Entry. Minimum Subcatchment 305: Drainage Area 30 , , , -~-~--~-r-,-~--~-~-~--,--r-~-'--~-T-~--~-r-~-~--~-T -'- -~-r -~-4--~-r- --;-<_'.~ __ ' __ ;_- , , .. L. , , , -;"--1 --1--1--+-, , , , , , , 1 1 I . r . I , , I! I I :Type 1111! 2~..Jlr Hamp~1 C) I r I I I I I ; I , I I I , : : Rainfall;:::4.60~' I " I ! I I I I r I I I .,_.',L __ ,' _, . :Rundft:.k.ea';"3.1,iZQ.4:.sf. I ; I i ' I I , , I i I I I i : RiuOQff: ~ol:u01~ :8,:9$7: cf i Runoff Depih~3.39 ~1 I r ' I I I ; I , I I I : ' ': Tc*6~O : niin I I I I I -~·-CN~Q· I , I I 'if I I I I j I _J __ ~_~_~ __ ' __ ;.._4 __ i __ ~_~_~ __ l I I I I I , Time (hours) Page 9 P:\11682.lXmpor\I\SkHIlMiIlaf\D ....... Report.doc • funasre Hangen Brust/in Inc Appendix M: Hydrologic Analysis 25-Year Storm Event-Existing • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • A EX Prepared by Vanasse Hangen Brustlin, Inc. Type /JI 24~hr Hamp-25 RainfalJ=5.30" Printed 8/3/2011 HydroCAD® 9.10 sIn 01452 © 2009 HydroCAD Software Solutions LLC Page 14 Time span=0.00-30.00 hrs, dt=0.05 hrs, 601 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+ Trans method -Pond rou1ing by Stor-Ind method Subcatchment 105: Drainage Area 10 Subcatchment 205: Drainage Area 20 Subcatchment 305: Drainage Area 30 Runoff Area=63,345 sf 81 .86% Impervious Runoff Depth=4.72" Tc=6.0 min CN=95 Runoff=7.19 cfs 24,899 cf Runoff Area=40,835 sf 58.37% Impervious Runoff Depth=4.1 r Tc=6.0 min CN=90 Runoff=4.30 cfs 14,177 cf Runoff Area=31 ,704 sf 52.70% Impervious Runoff Depth=4.06" Tc=6.0 min CN=89 Runoff=3.28 cfs 10,726 cf Total Runoff Area = 135,884 sf Runoff Volume = 49,802 cf Average Runoff Depth = 4.40" 32.00%, Pervious = 43,486 sf 68.00% Impervious = 92,398 sf , EX Prepared by Vanasse Hangen Brustlin, Inc. Type 11/ 24-hr Hamp-25 Rainfall=5.30" Printed 8/3/2011 HydroCAD® 9.10 sIn 01452 © 2009 HydroCAD Software Solutions LLC Summary for Subcatchment 10s: Drainage Area 10 Runoff = 7.19cfs@ 12.09hrs, Volume= 24,899 cf, Depth= 4.72" Runoff by SCS TR-20 methoo, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type JII 24-hr Hamp-25 Rainfall=5.30" * Area (sQ CN Description Tc (min) 6.0 98 Impervious 51,856 11,489 79 50-75% Grass cover, Fair, HSG C 63,345 11,489 51,856 95 Weighted Average 18.14% Pervious Area 81 .86% Impervious Area Length (feet) Slope (ft/tt) Velocity (ft/sec) Capacity (cfs) Description Direct Entry, Minimum Subcatchment 10s: Drainage Area 10 I I I I -'1 ·' .• ~ , ... r .... " .. "" ... r .• , , , , I I I I I 1 I -1--")'·'-,-.,. -" ---,"-, -T ---)-'-,-- I I I I , Ii' I _J_J __ L_L_J __ ' __ L_!_J __ I __ I t ' I I It! , I , , I. I I I I I I _ .t_ .. L ... L._l.. _..A_.1 .. _L _ .l_.J __ .1_ .• I I ' I I I 1 I ; ! , , , , , , _~_~ __ ~_~_~_~_·_~_~_~ __ F __ 1 I I I 1 : I , , -1 --1-" -1--.,. -.. --1-.... -t - I I I I I , , , I I I , -'-4--~---'I -'--~-T-~--r / / / : , , , , Hydrograph I I I I I" I I I I I ROnoff Area:=63;345 sf 1 I I , ' I I i I I i' i ' I I ! ... ,--,' ':Rlinoff~ol':im-e~24;899:-cf I I I I I , I I ; I ; , I I , -~ -:.:--; _lRi..IIloffDepth;:;4·72~'-ii, I I ; , I , I I, I, 'T' ''''0 '.' I I I ,I I I : I c~q. I ",I., -;--~ -: -:--t -: -: --i--r -: -: --:--: -tN~9!r I I I I I I I I j I 'I t I I; -,---, .• -1--,_ .... -; -_.--~. -1' --1 -~,--,... --t .• -,--r--.. - I I " I i I I I I I I 1 'I -r-T-~--r-r -'-~--~-T-~--~-~--,--r r , I I 1 1 r ~~~ Page 15 -' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ,. 1.1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • a EX Prepared by Vanasse Hangen Brustlin, Inc. Type //I 24-hr Hamp-25 Rainfall=5.30" Printed 8/3/2011 HydroCAD®9.10 sin 01452 ©2009 HydroCAD Software Solutions LLC Summary for Subcatchment 205: Drainage Area 20 Runoff = 4.30 ds @ 12.09 hrs, Volume= 14,177 ct, Depth= 4.17" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-25 Rainfall=5.30" * Area (sf) CN Description Tc (min) 6.0 98 Impervious 23,835 17,000 79 50-75% Grass cover, Fair, HSG C 40,835 17,000 23,835 90 Weighted Average 41.63% Pervious Area 58.37% Impervious Area Length (feet) Slope (ftIft) Velocity (fUsec) Capacity Description (ds) Direct Entry. Minimum Subcatchment 205: Drainage Area 20 , .•.• k ..•. .1._ ."J .... 1,., I: , , , , , , , , _.1.. __ .I.~. _.j I I : , , , , , ..!.. I I I I I ·.·.··.·j····i.----.·j"-j·--- L , , , ..I. _. ) , , , ... 1..-, I I I, .. 'I .,. -,-... r ... "j.-- , , I I '._ L _.L . , , , , , , ••• 1, •• I I .n r ... ,-,.- I , , Hydrograph . , , , , -: ~ .. } .. : .. :·rYp~ IU ·~+hrlii~",p~2-$. : :: RainfaIlF5.30~' , , , , ! ' , I I I ! I I I I ! Runoff Area;::40;835: sf -._ I.-.... ~ .. •• 1 ... ,_. ' •• _ ~. _ J .. _, __ . , __ . J ... ..' __ ,_ ." L ._ .l .... 1 ..... 1 __ ! ... : R;unoff Woh:"me;:::14; 177:cf , , , I , ! : : I I , , I I I I I .... _ ..... _ 1 _, .. 1._ , I , I :R~rloft p~p,th~4·17:' . : .... ; ... ' ··lci=~.~mil) .. I .• J " I I I I I I I , 1 1 ; I 1 --r-T-~--,--r-l-~­, I , , I , I "'"j"'" , I , , , I C~:99a I I I 1 I --r--'j --Y--I--T"-' I I , , I Page 16 EX. Prepared by Vanasse Hangen 8rustlin. Inc. Type III 24-hr Hamp-25 Rainfalf=5.30" Printed 8/3/2011 HydroCAD® 9.10 sin 01452 © 2009 HydroCAD Software Solutions LLC Summary for Subcatchment 30s: Drainage Area 30 Runoff = 3.28 efs @ 12.09 hrs, Volume= 10,726 cf, Depth= 4.06" Runoff by ses TR-20 method, UH=SeS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-25 Rainfall=5.30" Area (sf) eN Description Tc (min) 6.0 16,707 14,997 31,704 14,997 16,707 Length (feet) 98 79 89 Walkways, Buildings, Misc. Impervious 50-75% Grass cover, Fair, HSG e Weighted Average 47.30% Pervious Area 52.70% Impervious Area Slope (ftlft) Velocity (ftlsec) Capacity Description (efs) Direct Entry. Minimum Subcatchment 30s: Drainage Area 30 , -~-'--r-r-'-~--r -T -~--I-- I I I I I I , , , , , , , , , , , , I I 1· , , , , , , •. J__ i __ t. J ___ .L. t t , I I I I I "j •. -, --,. -- , -4 ....;···.·····-1-··.·-1-, , , , -~. _ •. 4----/.--;._. , , , , , , Hydrograph ~--~-~-~--~,-~-~-~-- I I I I , , , , , , --!.-~--~-~-~-~--~-~-, , , ., Page 17 ~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... .-• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -P:\II6B2,ro.report.s\SIOfJ1Mat.IIO"'",,~ Repor1.doc ., Vanasse 1[an.gen 'Brustlin, TnC 1 DO-Year Storm Event -Existing Appendix M: Hydrologic Analysis EX Prepared by Vanasse Hangen Brustlin, Inc. Type III 24-hr Hamp-100 Rainfall=6.50" Printed ·8/3/2011 HydroCAD® 9.10 sin 01452 © 2009 HydroCAD Software Solutions LLC Page 10 Time span=0.00-30.00 hrs, dt=0.05 hrs, 601 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-lnd+Trans method -Pond routing by Stor-Ind method Subcatchment 105: Drainage Area 10 Subcatchment 205: Drainage Area 20 Subcatchment 30s: Drainage Area 30 Runoff Area=63,345 sf 81 .86% Impervious Runoff Depth=5.91" Tc=6.0 min CN=95 Runoff=8.89 cfs 31,189 cf Runoff Area=40.835 sf 58.37% Impervious Runoff Depth=5.33" Tc=6.0 min CN=90 Runoff=5.43 cfs 18,150 cf Runoff Area=31 ,704 sf 52 .70% Impervious Runoff Depth=5.22" Tc=6.0min CN=89 Runoff=4.16cfs 13,793cf Total Runoff Area = 135,884 sf Runoff Volume = 63,133 cf Average Runoff Depth = 5.58" 32.00'11. Pervious = 43,486 sf 68.00% Impervious = 92,398 sf 1.,1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • a EX Prepared by Vanasse Hangen Brustlin, Inc. Type III 24-hr Hamp-100 Rainfal/=6.50" Printed 8/3/2011 HydroCAD® 9.10 sin 01452 © 2009 HydroCAD Software Solutions LLC Summary for Subcatchment 105: Drainage Area 10 Runoff = 8.89 cfs @ 12.09 hrs, Volume= 31,189 et, Depth= 5.91" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-100 Rainfall=6.50" * Area (sf) CN Description Tc (min) 6.0 51,856 11,489 63,345 11,489 51,856 Length (feet) 98 Impervious 79 50-75% Grass cover, Fair, HSG C 95 Weighted Average 18.14% Pervious Area 81 .86% Impervious Area Slope (ft/fI) Velocity (ft/sec) Capacity (ets) Description Direct Entry, Minimum Subcatchment 105: Drainage Area 10 , • • --~--~ -~ -~ --:--i--i---:--:.,";"='T -:--}--+ -~--:--T --i _. --:--:--f -~ -:..:--~ -i --:---~ -;- _l _ J __ : __ ~ _~ __ : __ ~ _1 __ ~ __ ,_ _ _:_ .i. _1 _ ~: __ trip~~ J!~:~4~~_r_:H~~B:~~Q_ i : : : ; : : : I: : i I : I ; I :RainfaU~6.50~' . _.1 _ .1 •.• l. ,_~. __ I . __ .I .•• L _ J. _ .,1 .•• ;. _, •.• L •. .L .. 1 •... 1 .• 1, _.J ~ .,. __ .L , • .L _..I •.• t. __ '. _._.J." .,1." ... L .t .• :. ..:: . Runbff Area",,63;345 sf I , I f I' I I I I I I , . i I J ; • I I I I -~ -J_ -~ -, -J --:--~ -, •• _ •••. '---:--;--;.: RUAoffVblun'Te==31 J 1SU)L,.E··~ I ;, t I ! ! ! , Ii ! t , , ; . ., , .,.... ,.,.... ff-D ' 't"'-~ n'1" _.l_ .... __ i..._L._ .... __ I __ L._.l._-i __ I __ • .-I--i...-.i.--l-_, __ I._ ... ft-UnL't -&D Jt:-a-.~ 0..- ! I I 1 I I ! 1 I I : I J ! ; I· r-I II""'; I I I ! 1 I 1 I I I t 1 : I il l T' ! 6 a I . I ~ .. -~ .. -i-' -!. -.. --1-. _. f--i· _.~ _. _ .. , .~_ ~.: __ ;. _...: _ .• L _ ~ __ ~ ___ : __ ~_ -~ .. ,~_ -.. J~::=_. -t'!-_~JnUl_ • I 1 I .. , -'-~--~-r-'--I--~-?-4--~- ! I I I 1 I • I I I I I . "'1' ' "j'" ,. ~ .• _. 'I" , ...... 1 ' •. '''1-'' t--? , .. '1'" I I I I , , t I I I I ( I I -l -,--r -r-,-,--r -,-,-- I I I I . . , -,--~-~-~-_~-r -'-4--~-.-~--~-~-'-4--r-r-I. I, , , I I 1 1 f' ,-'·1-... " .. _. I' -', .••. ,'-'.',".' '1" '-', -•• , .• -r --··t -'"""\-"'1·'· I 1 1 I . , I ; t l ' 1 I ; 1 I 1 , -r-y-,--r-T-'--I --r-'-,--r-r-'-'--r -r -! J 1 '1 Page 11 EX Prepared by Vanasse Hangen Brustlin, Inc. Type III 24-hr Hamp-100 Rainfall=6.50" Pri nted 8/3/2011 HydroCAD® 9.10 sin 01452 © 2009 HydroCAD Software Solutions LLC Summary for Sobcatchment 205: Drainage Area 20 Runoff = 5.43 cfs @ 12.09 hrs, Volume= 18,150 cf, Depth= 5.33" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-100 Rainfall=6.50" • Area (sf) CN Description Tc (min) 6.0 98 Impervious 23,835 17,000 79 50-75% Grass cover, Fair, HSG C 40,835 17,000 23,835 90 Weighted Average 41.63% Pervious Area 58.37% Impervious Area Length (feet) Slope (ftlft) Velocity (ftlsec) Capacity (cfs) Description Direct Entry. Minimum Subcatchment 205: Drainage Area 20 Hydrograph , , , , I , r I r I , ·'r -r-,-,--r -T-,--r I I I I • _ -! _ -" __ I-. _ .... __ • __ 1 __ ... _.j. -_1_ .,---. ! I I I I , , , , , , , I I I I , I I I r , -~-l--~---~-~--r-T -l--,--, , , , , I i I I " , '-'-4--r-r-'-4--~-~-~--r - I I I I I I , , , , , , .•. 1 __ '_ .L. .• l_..! , , , , , , , , , I .•.• L _ .1 •• J. _. __ , , ,. I l i j I , i I I ; , ... ~ -i-~--:l.yp~dll :24~~.H~rilp~1P.Q­:Rai nfalli=6,50~' I I ' I I· I I , I I I I ; : I I I .: .. _ ~ . ;.~ .. : .. Ronaff .Ar.e.F40;83S.sf. j , I I I I r i I I I , , I I I , , , :R:ur:-~ff ~~I';'~e:=18 l 1~O: cf " '" 'OJ,' ffD ' t' .... 1-5.33 .. _I __ ' __ -'-__ ' __ ' __ !. • ..!nuno e.p-I-I~ !..._ I I ; I , I I I ' I i ' I I I , , , , , _1 __ L , •. L .• I , , , , , , , , ! i .1 •.. ,1. _ j __ I .. ,.L , , , , , , , .L _ .J '" .• ; __ _ ••• ,1 •• _ L ••• I. _ , , Page 12 ~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .-• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - EX Type III 24-hr Hamp-100 Rainfal/=6.SO" Prepared by Vanasse Hangen Brustlin, Inc. Printed 813/2011 Page 13 HydroCAD® 9.10 sIn 01452 © 2009 HydroCAD Software Solutions LLC Summary for Subcatchment 30s: Drainage Area 30 Runoff = 4.16 cfs @ 12.09 hrs, Volume= 13,793 cf, Depth= 5.22" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-100 Rainfall=6.50" * Area (sf) CN Description Tc (min) 6.0 o 16,707 14,997 98 Walkways, Buildings, Misc. Impervious 79 50-75% Grass cover, Fair, HSG C 31,704 14,997 16,707 89 Weighted Average 47.30% Pervious Area 52.70% Impervious Area Length (feet) Slope (ftIfI) Velocity (ft/sec) Capacity (efs) Description Direct Entry, Minimum Subcatchment 30s: Drainage Area 30 Hydrograph I I E ' I ! , , _~_~ __ L_~_~_~ __ L _~_~ __ I __ ! I I I , , , , , , , , I : I E I I ·1 -~--~-r---'-\-'-r -T ­, " , -~-~--~-~-~-~--~-+-~--,--I I I I , , , , , , I i I r _ ~_J __ L_~_J __ I __ L_!_~ __ I __ r I I I I I , , , , , r I i ; I I I -i--~ -: -:--:ryp~1n :'24:r:.YH~*p:1:OQ - : ' :' :. : : Rainfa"F6.50~· ( I I ; I I , , r I , I I -f-:-.. ~.~n~ff _~~%,~1;7~4;-l[i'­ i R:ur!Jo;ff ~91~~e;::13;7~3: c, I , I I , I iR~~off p~p~h~~.~2 :· I i I I ! I I ., I ; T-~..d _n 1._, -1-->---+ -~--,. -+ --f--:--i--l' -..., -'-c~.v--ft'am - I E I I ,I ; I I ; , I., I I.,. , , , , , , , , , , , , I I I I " I I" I I I I ~ __ L_L_J __ ! __ L _~ __ i __ L_l _~ __ ~_L _J _J __ L_L _ I I " I, I I I ' I I I I I I I I , , o Yanasre Hangen Brustlin [ne HydroCAD Analysis: Proposed Conditions """"'oi>. • ....,."""""'..... Appendix M: Hydrologic Analysis Repolldoc • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - Drainage Area 200 Drainage Area 300 Drainage Area 10 Drainage llIag.,." for PR Prepared by Vanasse Hangen Brustiin, Inc., Printed 813/2011 HydroCAD® 9.10 sin 01452 @2oo9 HydroCAD Software Solutions LLC fib llinasre Hangen Brustlin,Jnc. 2-Year Storm Event -Proposed :;;;.."!.-"-Appendix M: Hydrologic Analysis w • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • PR Prepared by Vanasse Hangen 8rustlin, Inc. Type 11/ 24-hr Hamp-02 Rainfall=3.00· Printed 8/312011 HydroCAD® 9.10 sin 01452 © 2009 HydroCAO Software Solutions LLC Time span=0.00-30.00 hrs, dt=O.05 hrs, 601 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+ Trans method -Pond routing by Stor-Ind method Page 2 Subcatchmentl00s: Drainage Area 10 Runoff Area=64,579 sf 53.77% ImperVious Runoff Oepth=I.90" Tc=6.0 min CN=89 Runoff=3.22 cfs 10,224 cf Subcatchment 2005: Drainage Area 200 Runoff Area=42,023 sf 68.31 % Impervious Runoff Oepth=2.16" Tc=6.0 min CN=92 Runoff=2.34 cfs 7,568 cf Subcatchment 3005: Drainage Area 300 Runoff Area=29,282 sf .60.11 % Impervious Runoff Oepth=I.98" Tc=6.0 min CN=90 Runoff=I .52 cfs 4,842 cf Total Runoff Area = 135,884 sf Runoff Volume == 22,634 cf Average RunoffOepth = 2.00" 40.37"10 Pervious::: 54,856 sf 59.63'11. Impervious::: 81,028 sf PR Prepared by Vanasse Hangen 8rustlin, Inc. Type lI/ 24-hr Hamp-02 Rainfal1=3.00" Printed 8/3/2011 HydroCAD® 9.10 sin 01452 © 2009 HydroCAD Software Solutions LLC Summary for Subcatchment 1005: Drainage Area 10 Runoff = 3.22 ets@ 12.09 hrs, Volume= 10,224 cf, Depth= 1.90· Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type Itl 24-hr Hamp-02 Rainfall=3.00" * Area (sf) CN Description Tc (min) 6.0 34,722 29,857 64,579 29,857 34,722 Length (feet) 98 79 89 Impervious 50-75% Grass cover, Fair, HSG C Weighted Average 46.23% Pervious Area 53.77% Impervious Area Slope (tuft) Velocity (ftlsec) Capacity (ets) Description Direct Entry, Minimum Subcatchment 1005: Drainage Area 10 Hydrograph , I 1 ; I " i I I , , , .J • ..J .• i...l...J __ I __ L._J._J __ ' __ -,-_~.I -:--:--ryp~JU -~~hf .lfJ .. rnp-;o~-I I I f , , , , , , I -~-~--~-;"-~--I--~-.-~--I--I I I I I I I , , --r -..,--r -T" -,--,--r -T -.,--,--, , , , , , , , , i ' 'i iR~iinfall.~j.dO~· I I I : : I I , i I I I , : Runbff Area=64;579 sf I I I : , I I ; I r , , : Runo'ff Vol"me):::10 ~224: cf -_~ __ • __ . ;.. -~ __ !_ -i--.. _ -4 -_t __ ;.. _1_ -1 __ I-_ .. _ i R~~oft P~p~hF=1·~O:· lc~~.~ ~i~ CN=iS9 t " I I -,--, -1" -,--,--r-' --,--r -T -,--,- -,-",,)-,,--, -... - I I I I I I I I I I , , , , Page 3 .., • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • - PR Prepared by Vanasse Hangen BrustJin, Inc. Type III 24-hr Hamp-02 Rainfall=3.00" Printed 8/3/2011 HydroCAD® 9.10 sfn 01452 © 2009 HydroCAD Software Solutions LLC Summary for Subcatchment 2005: Drainage Area 200 Runoff = 2.34 cfs @ 12.09 hrs. Volume= 7,568 cf, Depth= 2.16" Runoff by SCS TR-20 method, UH=SCS. Time Span= 0.00-30.00 hrs. dt= 0.05 hrs Type III 24-hr Hamp-02 Rainfall=3.00" * Area (sf) CN Description Te (min) 6.0 28,705 13.318 42,023 13,318 28,705 Length (feet) ,. , 98 79 92 Impervious · 50-75% Grass cover, Fair. HSG C Weighted Average 31.69% Pervious Area 68.31 % Impervious Area Slope (ftlft) Velocity (ftlsee) Capacity (efs) Descri ption Direct Entry, Minimum Subcatchment 2005: Drainage Area 200 , , Hydrograph , , , i I :Type :m: 2~-h': Hamp-02 I I I I I I : I I I I I : I , , -+-~--~-~-4 --1--~-+-~--'---i -; -~--:--; -~ --:--:--RainfaH;.-3:00;'- , , , , , , ., , , , , I I I -T-~--r-r-'-'~-r-T -'-~-- 'I I f I , , , , , , , , , , , , , , , ., , , ., , , , , , , I I i I I I ; , I I I ; :R:urlC)ff:Area=42 023: sf , I I ; I I I I ; " I , , :~uOqfff V:o(u.n~ :7,!5$8:cf : Runoff [!)epih;:.2.1:6~' I I : I I Ii : I I I i , ,,;' : Tc:;:6~O: niin '--r-T -'--r-r-~-,--r-T -'--~-r-'-,--r -r- I I I I I : t CN=92 , I , , Time (hours) Page 4 PR Prepared by Vanasse Hangen Brustlin, Inc. Type III 24-hr Hamp-02 Rainfal/=3.00· Printed 8/3/2011 HydroCAD® 9.10 sIn 01452 © 2009 HydroCAD Software Solutions LLC Summary for Subcatchment 300s: Drainage Area 300 Runoff = 1.52 cfs@ 12.09 hrs, Volume= 4,842 cf, Depth= 1.98" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-02 Rainfall=3.00" • Area (sf) CN Description Tc (min) 6.0 17,601 11 ,681 29,282 11,681 17,601 Length (feet) , , , 98 Impervious 79 50-75% Grass cover, Fair, HSG C 90 Weighted Average 39.89% Pervious Alea 60.11 % I mpervious Area Slope (tuft) Velocity . (ft/sec) Capacity (cfs) Description Direct Entry, Minimum Subcatchment 300s: Drainage Area 300 Hydrograph , ., , , , , I i ' , I I ! Type lili 2;4-h~ liamp~~ I I I I I , I I I I I I : Rainfall:;::3.00~' " ;. I I I I I I , I , , :R:u~qff:Ar~a=:=~9,~~2:sf I I I' i ; .. ;-···c,··· + ··:RunQ'ffVofume=48A-2:c"'·· "r -','----r··-," --or -r '-,--',--- I I , , , . , I I ,I ,j I , , I " ..,.l I Runoff aepih:-1.98~' I ; I I; J I I r I . , , Tc*6~O : n1 iii I I I I I I : C~~Q I , . Time (hour'$) Page 5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - ., Vanasse Hangen Brustlill.,...lnc. 1o-Year Storm Event-Proposed P.",,,,,--*--Appendix M: Hydrolooic Analysis A.""rt.dI;£ 0& PR Prepared by Vanasse Hangen Brustlin, Inc. Type'lII 24-hr Hamp-10 RainfaJ/=4.60" Printed 8/3/2011 HydroCAD® 9.10 sIn 01452 © 2009 HydroCAD Software Solutions LLC Time span=0.00-30.00 hrs, dt=0.05 hrs, 601 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+ Trans method -Pond routing by Stor-Ind method Page 6 Subcatchment 1005: Drainage Area 10 Runoff Area=64,579 sf 53.77% Impervious Runoff Oepth=3.39" Tc=6.0 min CN=89 Runoff=5.62 cfs 18,245 cf Subcatchment 2005: Drainage Area 200 Runoff Area=42,023 sf 68.31 % Impervious Runoff Oeplh=3.70" Tc=6.0 min CN=92 Runoff=3.90 cfs 12,955 cf Subcatchment 3005: Drainage Area 300 Runoff Area=29,282 sf 60.11% Impervious Runoff Oepth=3.49 " Tc=6.0 min CN=90 Runoff=2.61 cfs 8,520 cf Total Runoff Area = 135,884 sf Runoff Volume = 39,719 cf Average Runoff Depth = 3.51" 40.37% Pervious = 54,856 sf 59.63% Impervious = 81,028 sf • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - PR Prepared by Vanasse Hangen Bn,Jstlin, Inc. Type 11/ 24-hr Hamp-10 Rainfa/l=4.60· Printed 8/312011 HydroCAD® 9.10 sIn 01452 © 2009 HydroCAD Software Solutions LLC Summary for Subcatchment 1005: Drainage Area 10 Runoff = 5.62 cfs @ 12.09 hrs, Volume= 18,245 cf, Depth= 3.39" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-l0 Rainfall=4.60" • Area (sD eN Description Tc (min) 6.0 98 Impervious 34,722 29,857 79 50-75% Grass cover, Fair, HSG C 64,579 29,857 34,722 89 Weighted Average 46.23% Pervious Area 53.77% Impervious Area Length (feet) Slope (ftltt) Velocity (ftlsec) Capacity (cfs) Description I I I I I f I , -,--,--r-r - I I I I I , , , -'f -"'1--j--r- I I I I I I I I I I _-l •• _!..._L._. , I I f I _ ..L _J __ L _l. _ I I I I I , I , , , I I I I I I -1--1--1---- I I Direct Entry, Minimum Subcatchment 1005: Drainage Area 10 I j I I --,--r -, -.,--,--, I I I I , , , , , , , --1--r -'t -""1 --I-- I I I _ -1 __ I-_ J. __ , _ ._~_, I I l " I I I I , I __ ' __ L_l._J __ I __ ' I I I I I I I , , I I I I I I --.--,--7-1--'-, Hydrograph , I I I ,I I I I I I I I -T-'~-"~-r-'--:--r-T-'-~--r-l -~--r -r - I I I I I I I I I I I I i I I I I I I , , , : : rYp~ III ~4~hr ~~n1p~1 () --:--; -: -~--:--; -; --:--:-~R-'a-'I-n'-f-ar-II:;;"l-"'OT I ! I I I I r ; I I . , &J.Q~ , I I 1 j I I I I I I I I , , Runoff Area?64;579 sf 4 --~-~-~--I--r-1 --i--~-~-~--~-r -1 -~--r -r - I : • :R:unoffVblume~18 ~24S:cf I I I i l l I I I I ~ I I I _~ __ , __ ... _ ~:_ L :_ JR~rtC?fLQ~p!!1"=:~!~J~:' ," I. : tc~~.o. ",if) I ; I I I ,i I I , '. t I I I I I r I , I I C' ... '89 I , I I I , I ; ; I I I I I~=' _1 __ ~_l_~ __ I __ l._..L __ i __ L_~_~ __ L_L_~_~ __ ~ __ I I I I I I I I I I I I , I I , , , I I F I -r-T--I----j--- Time (hours) I I __ I __ .!._...! __ I __ !..._ I I , i I I I I --1--,--1- Page 7 PR Prepared by Vanasse Hangen Brustiin, Inc. Type III 24-hr Hamp-10 Rainfal/=4.60" Printed 8/3/2011 HydroCAD®9.10 sin 01452 ©2009 HydroCAD Software Solutrons LLC Summary for Subcatchment 2005: Drainage Area 200 Runoff = 3.90 cfs @ 12.09 hrs, Volume= 12,955 cf, Depth= 3.70" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-10 Rainfall=4.60" • Area (sf) CN Description Tc (min) 6.0 Impervious 28,705 13,318 98 79 50-75% Grass cover, Fair, HSG C 42,023 13,318 28,705 92 Weighted Average 31.69% Pervious Area 68.31% Impervious Area Length (feet) Slope (ftlft) Velocity (ftlsec) Capacity Icfs) Description Direct Entry, Minimum Subcatchment 2005: Drainage Area 200 Hydrograph -~_....; __ !--;...-... --1--1-_ .. _....;_ , , -1 -~--~-~-1--I--~-t -~--;_- I I I I I I , , , , , , '" i I I I t I -'T '-. -"-.•. ,...--1'" .• " ••• -1--r" ·-1" --."-·'r--- j I I I I , , , , , , , , , , , , , .. , .... , ... ,.. -r .. ··1·· . r ... ·r •.. , .... , .. -, , 'I l' J ' ! ~ __ !-_+_~ __ ~_;"'_._~ __ ~_._"' __ ~_1-_._4 __ ~_;"'_ ! I I I I I I I I r : rYp~ I" ~4~hr lfi~rnp~1 Q I I , I I I .AI ) ~ : Rainfallr="J.60.' I I I . I I . i I I ; I f I I , -;--: -~-: -RllnoffArea:=42;023~sf' : I I ! I I I I',! I. : I I I , , , , :RunoffVolume;::12 ~955: cf I ; I I : i I I , I , I I , , , :R~~off p~p~hF~·1:0:' -.~. -1--:- -~ --r --;---;'"' --~. --~ -Tc:-6 ·O-mfn I " I ; I" I ,. I. I,. I~ :: C~~92 , , , , 1 I 'I : 1 I I I 1 I 1 -r· ···r ·· ··1--,-~ r ":"·,·· ··1---'-'--'--r -'--I--r -r , , , , , , , Page 8 w • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • --. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - PR Prepared by Vanasse Hangen BrustJin, Inc. Type III 24-hr Hamp-10 Rainfal/=4.60· Printed 8/312011 HydroCAD® 9.10 sIn 01452 © 2009 HydroCAD Software Solutions LLC Summary for Subcatchment 300s: Drainage Area 300 Runoff = 2.61 cts @ 12.09 hrs, Volume= 8,520 ct, Depth= 3.49" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt; 0.05 hrs Type III 24-hr Hamp-10 Rainfall=4.60" * Area (sf) CN Description Tc (min) 6.0 17,601 11 ,681 29,282 11,681 17,601 Length (feet) 98 79 90 Impervious 50-75% Grass cover, Fair, HSG C Weighted Average 39.89% Pervious Area 60.11 % Impervious Area Slope (ftlft) Velocity (ftlsec) Capacity (cfs) Description Direct Entry, Minimum Subcatchment 300s: Drainage Area 300 , . , , , , , , Hydrograph , , , , , , ;Type ~II: 2~""'~ tfa!np~1 0 I I , . I I I ; i ll I ; : Rainfalh:::4.60~' I I I I ,I I I I I I I I r -4-~ __ ~_~_~_~ __ ~_+_~ __ : __ ' -:--i -~ -~--:'Run-off:-A'rea:::29 :282isf-, I J ' I r , , _~_~ __ L _L _J _J __ L _I_~ __ ~_ ,. , I I I ; I I i I I I I ! 'I I , ; i ~u~qff:V:oliu.n~ :8,5~Oic' Runoff aepth~3.49~' I ! I I I , : I I ' I I : Tc::;6l0: min I I I I , , I -;--~ -f -~--:--~ -~ --;--;--.~ -~ --;--~ -CN=90- I I I I I I : ! I I I ; ! , I I , J I I I ' I I I I I r I , , , , , , Time (hours) Page 9 o Mmasse Hangen Brnstlin, 1m:. P"' ... -"' ............ ~ Appendix M: Hydrologic Analysis Fif!jX>"Ldoc 25-Year Storm Event-Proposed • • • • • • • • • • • • • • • '. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - PR Prepared by Vanasse Hangen Brustlin, Inc. Type 11/ 24-hr Hamp-25 Rainfall""5.30" Printed 8/3/2011 HydroCAD® 9.10 sin 01452 © 2009 HydroCAO Software Solutions LLC Time span=0.OO-30.00 hrs, dt=0.05 hrs, 601 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+ Trans method -Pond routing by Stor-Ind method Page 14 Subcatchment 1005: Drainage Area 10 Runoff Area=64,579 sf 53.77% Impervious Runoff Oepth=4.06" Tc=6.0 min CN=89 Runoff=6.68 cfs 21,848 cf Subcatchment 2005: Drainage Area 200 Runoff Area=42,023 sf 68.31% Impervious Runoff Depth=4.38" Tc=6.0 min CN=92 Runoff=4.58 cfs 15,348 cf Subcatchment 3005: Drainage Area 300 Runoff Area=29,282 sf 60.11% Impervious Runoff Oepth=4.17" Tc=6.0 min CN=90 Runoff=3.08 cfs 10,166 cf Total Runoff Area = 135,884 sf Runoff Volume = 47,362 cf Average Runoff Depth = 4.18" 40.37% Pervious = 54,856 sf 59.63% Impervious = 81,028 sf PR Prepared by Vanasse Hangen Brustlin, Inc. Type 11/ 24-hr Hamp-25 Rainfall=5.30· Printed 8/3/2011 HydroCAD® 9.10 si n 01452 © 2009 HydroCAD Software Solutions LLC Summary for Subcatchment 1005: Drainage Area 10 Runoff = 6.68 cfs @ 12.09 hrs, Volume= 21,848 cf, Depth= 4.06" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III .24-hr Hamp-25 Rainfall=5.30" • Area (sf) CN Description Tc (min) 6.0 Impervious 34.722 29.857 98 79 50-75% Grass cover, Fair. HSG C 64,579 29,857 34.722 89 Weighted Average 46.23% Pervious Area 53.77% Impervious Area Length (feet) Slope (ft/tt) Velocity (ft/sec) Capacity (cfs) Descri ption Direct Entry, Minimum Subcatchment 1005: Drainage Area 10 , _.1_ ~ __ L _L _~ __ t __ L_l _ , , ; _J _J __ L _L _~ __ I __ L _l _J __ ' __ I I I I , I I , , , , I I , I I I I I I -l-'--r -r -'--I--r-r -~--I--, " , , -~-~--r -r-~-~--r-t-~--I--· I I I I , , , , -~-~--~-~_4 _~ __ ~_+_~ __ ~_ I I I I I I I , , , _ J _J __ L _L _~ __ t __ L _~_.J __ ~_ I I I I I I , , . Hydrograph j I I I ' I t I , _I-_ '-_ 1 __ 1_ • I. _ .E. _ ..l __ !_ ._ L _ .1 _ -' __ , __ L _ .1 _ .J __ L _ I.. _ I I I I I I I I t " , " , , " _1 __ .L _ --' __ 1 __ ,-_ J __ 1 __ 1 __ .1_ .2 __ ' __ L _.1 __ 1 __ L _.L._ I : t , I I ", I I , I 1"1 I I I I T I 17 Time {hours} I I I I I Page 15 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - PR Prepared by Vanasse Hangen Brustlin, Inc. Type //I 24-hr Hamp-25 Rainfall=5.30· Printed 8/3/2011 HydroCAD® 9.10 sin 01452 © 2009 HydroCAD Software Solutions LLC Summary for Subcatchment 200s: Drainage Area 200 Runoff = 4.58 cfs @ 12.09 hrs, Volume= 15,348 cf, Depth= 4.38" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-25 Rainfall=5.30" • Area (sf) CN Description Tc (min) 6.0 98 Impervious 28,705 13,318 79 50-75% Grass cover, Fair, HSG C 42,023 13,318 28,705 92 Weighted Average 31.69% Pervious Area 68.31% Impervious Area Length (feet) Slope (ftlft) Velocity (ftlsec) Capacity (cfs) Description Direct Entry, Minimum Subcatchment 200s: Drainage Area 200 , , -'-'--r-r -,--,--r-r-'--l--, , , , , I , , I ; I I I I I _J _...! __ L _l.._J __ I __ L _l._-! __ ' __ I I I I , I I I I " / , I " I , I I I I I I -~ --i _.-t--r -'1 --1---t--t --i -'-,-- I , I I I I I I I , , I I I : I I I I I -7-~--~-r -~-~--r-T-, , , , , I , I . -., ._ . .;._._ ~ -, .. _ -I __ I· , , , , , , I .• I •.•. , _ I I , , I I ; I --,--'r -I -,--,".' r -; --;--, -T --1--,--r -1 -,--'" -r , I I I ~ r j , t I I r I I I j , I r I : : .typ~ IU ~4~hr 8~",p~2$ -t-:--:--;-1-, -:-Rafnf~Ir.=5.3LO?- I I ; I , I , t r I I , Runoff Area~2;023: sf I I I I , I ' " I I ; I I I I I I "-:--~-: -~R:unoff.:vollllne;::'15i 348~cf-f I I I 1 f t ; I , I ; I , I I I :RjJ~off P~p~h~4.~8:· , 1 1 I 1 ' 1 1 ~--r -T-~--~-r -~- , I , , 'T' '6' 0' ,., I I : ,C:;=:., I11ln --l--i -, --,--r -CN99j~ , I I " , I , I _ l... _. -1-•• _1_. _.1,. _ ~ .• -I ____ ._ ._ ,I -1-_. -I __ 1 __ • I-_ , . I I I I I I , I I I , nme (hcurs) Page 16 .1--- PR Prepared by Vanasse Hangen 8rustlin, Inc. Type 'If 24-hr Hamp-25 Rainfall=5.30" Printed 8/3/2011 HydroCAD® 9.10 sin 01452 © 2009 HydroCAD Software Solutions LLC Summary for Subcatchment 300s: Drainage Area 300 Runoff = .3.08 cfs @ 12.09 hrs, Volume= 10,166 cf, Depth= 4.17" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30,00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-25 Rainfall=5.30" * Area (sf) CN Description Tc (min) 6.0 17,601 11,681 29,282 11,681 17,601 Length (feet) , , ; . _. -t --1"--, , 98 Impervious 79 50-75% Grass cover, Fair, HSG C 90 Weighted Average 39.89% Pervious Area 60.11% Impervious Area Slope (ft/ft) Velocity (ft/sec) Capacity (cfs) Description Direct Entry, Minimum Subcatchment 300s: Drainage Area 300 " , , -T" -.., -. -1--r-_ .. ,' _ . ...,_ . I I I I , 1 Hydragr.ph 1 1 1 I I: I I I I :-. ; ... :-.,. "yp~-nr~4~nr-If,r~mp-~2r ; iRainfall:=5.30 ~1 I I t I I ; , I I I I I Runoff Areai=29;282 sf I I I i I I I I I I I I I I I _.1 __ 1 __ \;... _ L _ . ...; __ 1 ___ I-_ J. _ -l __ , __ _ -:--:--i. _ ~ R:unoffNblu.mei;::-10i 1.66:cf -, 1 , . , , 1 1 , t I I I , , , , _ ~_~ __ ~'_L _ .1_-:_ .:._+._.J...~ __ , I I 1 I ; I I ! ; I I I I I I I I :R~~off p~p~hF4.17:' , T 't:i. 0' '.' : ~ c:;=~. ,ITJIIJ , 1 I I I I I. I I I I I Cf.J=i9c) _L_~_~ __ ~_L_J_~ __ L_~_J __ L _L_~_J __ L_L _ , f I I I 1 I I r r I , , , , , , 1 1 Page 17 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ;:;:."!. ........ --Appendix M: Hydrologic Analysis 100-Year Storm Event -Proposed PR Prepared by Vanasse Hangen Brustlin, Inc. Type //I 24-hr Hamp-100 Rainfal/=6.50' Printed 8/3/2011 HydroCAD® 9.10 sIn 01452 © 2009 HydroCAD Software Solutions LLC Time span=0.00-30.00 hrs, dt=0.05 hrs, 601 points Runoff by SCS TR-20 method, UH=SCS Reach routing by Stor-Ind+ Trans method -Pond routing by Stor-Ind method Page 10 Subcatchment 1005: Drainage Area 10 Runoff Area=64,579 sf 53.77% Impervious Runoff Depth=5.22" Tc=6.0 min CN=89 Runoff=8.47 cfs 28,096 cf Subcatchment 2005: Drainage Area 200 Runoff Area=42,023 sf 68.31% Impervious Runoff Depth=5.56" Tc=6.0 min CN=92 Runoff=5.73 cfs 19,476 cf Subcatchment 3005: Drainage Area 300 Runoff Area=29,282 sf 60.11% Impervious Runoff Depth=5.33" Tc=6.0 min CN=90 Runoff=3.89 cfs 13,015 cf Total Runoff Area = 135,884 sf Runoff Volume = 60,588 cf Average Runoff Depth = 5.35" 40.37% Pervious = 54,856 sf 59.63% Impervious = 81,028 sf • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - PR Prepared by Vanasse Hangen Brustlin, Inc. Type 11/ 24-hr Ham,r100 Rainfall=6.5Q" Printed 8/3/2011 HydroCAO® 9.10 sin 01452 © 2009 HydroCAD Software Solutions LLC Summary for Subcatchment 100s: Drainage Area 10 Runoff = 8.47 efs @ 12.09 hrs, Volume= 28,096 ef, Depth= 5.22" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-100 Rainfall=6.50· . • Area (sf) CN Description Tc (min) 6.0 34,722 98 Impervious 29,857 79 50-75% Grass cover, Fair, HSG C 64,579 . 89 29,857 34,722 Weighted Average 46.23% Pervious Area 53.77% Impervious Area Length (feet) Slope (ftlft) Velocity (ftlsec) Capacity (efs) Description Direct Entry, Minimum Subcatchment 100s: Drainage Area 10 , I J I , I I I I I -,--r-r-l-~--r -T -,--r-: , , , I , I I , , , -1-"--r .'1'" -,--,--r -t -..,--,-- " " I , , I , I " r I I -~-"--~'-~-'--'--~-~-~--'-- I '" I , I , , , --l -:--c!--.... -'" -... --1--,. -+ -~--;"-' ! " I I I , I ," I _ .. _. _~ __ I-_ ~ _..; ..•. , __ I-~.J. _ ,..l •• I I I I I , I , , I I I , ._.J. _ ...i ___ L_L_-,_ . .J ___ 1.. ••. 1._...1_ ,_.' __ ' I I I I I , 1 I I I I , _~_~ __ L _L _~_J __ L_l _~ __ L _ I : I I I I I I , , I I " I 1 ._l_J __ I __ L .•. l L.! ... I I I I I" , , , I I I I I I I I I , -.. -1--,--"r --; --,--.-T --,--,-, , , Hydrograph , I I I I I; ; I I, I I I I -,--r-r -,--r-r-T--r-T -'--r -r-~-'--r -T -, , , , I ! I r , I , .:. -~ -; -~--~y' pe'U2".tlr-Ha..n,..;.1N:>-I I , I I ,~;..,. I ; ,. "-M ;u'!' ; ; " : ; ; : ~ ; :0;"-' f ' JI~~ ~""~I -1--I""" -T -.... --1--r -., --1--l--~m a 1t~Q.;:JU r - I I '; I I I • i ! I I ! ; ,Runoff Area=64;579 sf ~--~-+-~--,--~-~-~--~-+-~--~-~-~-~--~-.-, : Runoff Vblume=28;096 cf i i' I I j I I I , i ; 1 1 ; -:-.. " -~ -:--:--~ -~Ru "offUe " thl:::C", ?2~- I " I I I 11 " P, I "1" 6jo , I I I I , , , ii' 'T I ~ 0' ,.; -:--:---7 --;--: -~ --~ --; .. -ie., -7 -~ -~'G7=q. ,-R;1u,- , l 1 , I , I .t I • , • t ! N' , ' I ! ~ , I 1 I : I • , ; ~ C =80 J __ L _~_J __ ~_L_~ __ ' __ L _~_J __ G _L _~_~ __ ~_~_ I I I " I ., I I , , , , ._ 1 ._'_. _ L ._ J .. '. , , . .. 1 _ . ..1 , , I I; -1--1-'"1--!- -~-+-~--~-~-~-~--~-+-~--~-~-4-~--~-~-, , , , I' .... ~~~~ , 17 Time (hours) Page 11 PR Prepared by Vanasse Hangen Brustlin, Inc. Type III 24-hr Hamp-100 Rainfall=6.50" Printed 8/3/2011 HydroCAD® 9.10 sin 01452 © 2009 HydroCAD Software Solutions LLC Summary for Subcatchment 200s: Drainage Area 200 Runoff = 5.73 cIs @ 12.09 hrs, Volume= 19,476 ct, Depth= 5.56" Runoff by SCS TR-20 method; UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-100 RainfaJJ=6.50" • Area (sf) CN Description ' Tc (min) 6.0 98 Impervious 28,705 13,318 79 50-75% Grass cover, Fair, HSG C 92 Weighted Average 42,023 13,318 28,705 31.69% Pervious Area 68.31 % Impervious Area Length (feet) Slope (ftlft) Velocity (ftlsec) Capacity (cis) Description Direct Entry, Minimum Subcatchment 200s: Drainage Area 200 ,. I i ' I 'I I I " I !., _ J _ ..1 __ L _ l _.J __ '-_L _.t _..J __ , __ 1.._.1 __ , __ !... _ J. _ .1. _, __ !. _.1 _ .• 1-.L .1 _...1 __ , ___ J •.. I __ L.l.._ I I I I I I I ! I I ! I I I I I ! I I I , I I I I I I I I _ .J _.L. L _.J • ...J __ L _l_...!. _,_. I J I I r I j , , ., , , I I I i I I 1 I I I ._..l. .•. ,.1 •. ,., l.._ J __ ,.J _ ,.1. _ L _ 1. __ J __ '_ .• i I I I I I , I , , I ! t J i I '·,--,"·-1 -i .. _,.,.,-,. , I I , , , I: 'I I I I ; -1-1--r -r -1 -~--r -T -l --~- " I , I I l ! I, I 1 I , ·1 -'--C-T -·1 ·~--r -T ·~­, : : , :lyp~ III ;24-J!lr H~~p-1:0Q -'-_L -L -~--'--' -"--,-cL -?>." --'-f L I" C'!'-m,,-: : : : ; : : : : ;n.aln a II=Q.~U ! I f I i i' , r I I I I , Runoff Area:=42 '02l sf . .r __ . L __ ..I. .,' . ..1 _ ,' __ ._.1. _ ,.l , .• _.' .• _._ I,. '" •. .1. , ••. j __ .. , •. , .... I.· ... "f ... ,.J ._ •. t., ' •. J. .:. , , I : Runoff VolllI'ne;:19j476 cf I , , I I I I I j I I I I I , , , , , :R~~off p~p~h~~.~6:' -,--T --:--,--I" -1--'--1--: -·;-fc&:·tformf~- i I I , I ;-I I·" I ! ! I ; ! I I ! ! i , r CN992 ~--r-T -~--~-T -7 -~--r -T·1--~-r-1-~--~-r I f I I I I I I I I I I I I I I , I I I I I I I 'I I , I, I I I I I ·:-··r --I-,._,.-!. ·C-T--,· .,--, ... ,-·c -r -, , , ~~~!!' Time (hours) Page 12 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • u • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - PR Prepared by Vanasse Hangen Brustlin, Inc. Type 11/ 24-hr Hamp-100 Rainfall=6.50" Printed 8/3/2011 HydroCAD® 9.10 sin 01452 © 2009 HydroCAD Software Solutions LLC Summary for Subcatchment 300s: Drainage Area 300 Runoff = 3.89 cfs @ 12.09 hrs, Volume= 13,015 cf, Depth= 5.33" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-30.00 hrs, dt= 0.05 hrs Type III 24-hr Hamp-100 Rainfall=6.50" • Area (sf) CN Description Tc (min) 6.0 Impervious 17,601 11 ,681 98 79 50-75% Grass cover, Fair, HSG C 29,282 11,681 17,601 90 Weighted Average 39.89% Pervious Area 60.11% Impervious Area Length (feet) Slope (fUft) Velocity (fUsec) Capacity (cfs) Description Direct Entry. Minimum Subcatchment 300s: Drainage Area 300 , -of --1 ~ -r -I' -.~ .• -1--I- t I I I , , , , --r '.' -:--'r-r-' --,--"r -1 -·-,·"-I--- I I I I , , , , , , , , , , , , , , I , I. I -"-4--r-r-,-'--r -~-4--r-, , , , , , , , , , I I I I ","--I--r-r ····1 , , , , , , , , , , , , , , , -1--r" -T·· '-1-"1'" , , , , Hydrograph r' " -l' ,. -I --1--~ -i --,-.. t-.• t .. -, -.• 1--I---: •. ""1 - -r -t' - , , , I I I I I :ryp~ ill :24-~r ",~."p-1~Q , " :RaiOtall1=6.50~' I I I I " j I I I I I I I I -:-.~-:-~ --~-ROnoff -Arl!'~29;282-sf- I I I I i i' I I I r I I I ! : R:u~~ff ~91~rTle:=13;O~ 5: cf :R~~off p~p~hi=~.~3:' , I I ' C~~90 i "I I I! ) ··r--T ····'····;--r-1---" ",·'·,·"1--;--r-,""-j ·"-r -r"· j I I I I , Page 13 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Vanasse Hangen Brn.stli~ Inc.. Appendix]: Illicit Discharge Compliance Statement P:\11682.l)1.ntpoib\Slo""""~llIinlgl! _ .. Sanitary sewer and storm drainage structures remaining from previous development which are part of the redevelopment area will be removed or will be incorporated into updated sanitary sewer and separate stormwater sewer systems. The design plans submitted with this report have been designed so that the components included therein are in full compliance with current standards. No statement is made with regard to the drainage system in portions of the site not included in the redevelopment project area. The Long-Term Pollution Prevention Plan includes measures to prevent illicit discharges. Appendix M: Hydrologic Analysis ., J ~ .j , ., I 'I '1 • Issued for: Construction Date Issued: Augusti4, 2011 , , • , Latest Issue: Augus~ 31, 20:11 , i I :/ I Index j' - " No. Drawing Title C-l C-2 C-3 C-4 C-5 C-6 C-7 C-S C-9 'I i , ~ I • I. Legend, Abbreviations and General Notes Overall Plan Demolition Plan Layout and Materials Plan Grading, Drainage and Erosion Control Plan Utilities Plan Details Details i Details I , I ! I j :l I. • , .! • , Latest Issue 08/04/2011 08/04/2011 08/3112011 08/3112011 08/3112011 08/3112011 08/3112011 . 08/3112011 I ! 08/3112011 t~~. Reference Drawings ~, ... ;---Latest Issue ~~==~~~~-------------------- Sv-l Existing Conditions Plan 08/04/11 " ~. " . . , :. , " , - ---------- • IX Giant Inverted Boomerang Coaster 1623 Main Street Agawam, Massachusetts Site Location Map r VHB i 1 , Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services One Federal Street Building 103-3N Springfield, Massachusetts 01105 413-747-7113 FAX 413-747-0916 N.T.S. Property Information Owner/Applicant: Six Flags New England 1623 Main Street Agawam, Massachusetts 01001 Assessor's Map: 5A-3 Assessor's Map: 5B-3 , , Blocks: 256,257,258,262 Block: 52 --l Exist. 10+00 ----- Prop. ---- ---- l(H·OO 1 ----- ----___ A~· __ ----__ 12 ------~I~:--------- ----~~.-------- 8C cc • cc ._= WE II)C = C Q H II ··g.··S-S·;:'''-' --x--- ----4---- --20-- 11111111111 il e.. e. v", as I!S !iC Nee ",c • . . if Ii • • cx:c.: <:> ---x- -4- @ ® !l!l 1111111111111 il e. ~ Legend PROPEJITYUNt: PRO,[CT UWT um: RlGliT-OF-WAY/PROPEJITY 1.ll>'E EASiIIENT BUllOOlC S£TBAO< PARKING SEmAO< 8ASfl).~E coosmucnoo LA YOOT ZQl,1NG UNE TO'll! lINE UMIT OF IlISlURBANc( \\OlANO um: v.l1lI flAG flOOllflAlN NO OISlURB ZONE 'J.I:II R\\tRfR()tIT AREA GRA\U ROAD fOG( OF PAIDIENT BHUlIINCOS BEllII BlTUlIINOOS CURB COOcaETE CURB CURB 10lIO OOTTER EX1RUOO) COOcaETE CURB MONOlITHIC CONcaETE CURB PRECAST COOc. CURB StOPED GRAN. EDGING IalT. GRAN. CURB UIIJT OF CURB rn>t: SA\\tIJT BUllOING 8U!lOING ENIlWlc( WAIlING DOCK B<IllARO OOMPSTER PAD SIGN OOUB!.£ SIGN PAllI 1RE£ lINE I'AA£ fENC( fINC( STOCMJE fENC( STONE WAlL RUAINlNG WAlL SlREAII I POND I WATER CIlI.IlISE OETENllON BASIN H~Y BAlES 5a.T fINC( III/IOR COOTOOR MAJOR CONTOUR PAAI<IHC COUNT COIIPACT PARI<1IIG STAllS OOUBlf 'lat.QW lJNE sra' UNE CROSSWAlK ;'CflS§ilE CUis RAMP AIXESSIlItE PARI<1IIG VA/I-AIXESSlBIf PAR1<INC Exist. 27.M lex UZ.T5 x ~OTW 3S.S8«)( ~ IZ! QMW -00- IZ'O -6'111)- _1~_ fU --- -CliW- -6'W- ......-.·fP- -~'G- ---E- -S1ll- ---T--- -fA- -CAN- @ =10= os ® ~v "" -.. ~Il() ." .. ~v <i> ® to (U " Prop. 27,.3.S tcx 2M5 8Cx '32.7SX 4$.0 TW" J8.5 II« ~ IZ! Q"W -00- Iro- _t!!_ -CliW- -6'«- -4"11'- ---2"011-- -G- -E- -SllI- -r--- -rA.- .. • - • * (j) ..... CD I!I <>-... 1 .1. :' lJl P8 P8 " a Matci1l1ne ------- co.~caETE IIV<VY OOlY PAIDIENT RIl'RAP co.~SlRUCnoo ENIlWlc( TOP OF CURB ElEVAnON eoTTOli OF CORB ElEVAm~ SPOT ElEVA1ION TOP & eoTTOII OF WAlL ElEVAnON BORIHG lOCAllON lEST PIT LOCAnON ~OOITORlNG v.ru UNOIJIOOA1N OIWN ROOF DIWII ~~tK fOOCE IIAIN OV£RHEAI)W.RE WAlER FIRE PROTECftON OOI.!ESnc WATER GAS ElEClIiIC STEAl.! TELEPliONE FIRE AlARII CABlE 1V CATCH BASIN oousu: CATON BASIN COTTERwr IlRAIH IlAA'HOlE VlENCH ORAIN PlUG OR CAP CtEANOUT f\AA£O £NO SECllON HtAOWAlL CORB STOP" eox WATER VAl 'oE " SOX TAPPIN<> SUEVE, VAlVE " eox SlAlAESE co.~Nt:CnON fIlE IM>RAIIT WATER ~ETER POST 1l00CATOR VAlVE WATER ~ru CAS GATE CAS IlETER ElECTRIC IIAH1lOlE El.EClRIC IIETER UGHT POlE TELEPliONE 1IAII!I0lE lRAHSfClRllER PAD U11UlY POlE GUY POlE GUY I'AA£ "ANCIIClR HAND HOlE PUll eox IIATCIlUN'f Abbreviations General. ABAN ABANDON ACR ACCESSIBlE ClJRB RAMP AOJ ADJUST APPROX APPROXIMIl TE BIT BITUMlrlOUS BS BOTTOM OF SLOPE BI'II.L BROKEN I'lllITE lANE UNE CONe CONCREtE OYa. DOUBLE YEllOW CENTER UNE ECC EXTRUDED CONCREtE CURB EL ELEVATION ElEV ElEVAlION EXIST EXISTING FIlN FOUNDATION FFE ARST flOOR ELEVA nON GRAN GRANI1IE GlD GRADE TO DRAIN LA lANDSCAPE AREA Loo UMIT OF DISTURBANCE IoIAX IoIAXIMUI.l MIN I.lINlMUM HIC NOT IN CONTRACT NTS NOT TO SCAI.£ PERF PERFORATED PROP PROPOSED REM RET R&O R&R :>v.a S\\U. TS TYP Utility C6 CMP CO 0C8 DMH ap COND DIP FES I'M F&G F&C GI GT HOPE HH HW HYD INV 1= LP MES PWW PVC RCP SMH TSV UG UP REMOVE RETAIN REMOVE AND DISPOSE REMOVE . ANP RESET SOUl) \'MITE EDGE UN[ SOUD \'Mill;: lANE UNE TOP OF SLOPE TYPICAL CATCH BASIN CORRUGATED I.!ETAL PIPE CLEANOUT DOUBLE CATCH BASIN DRAIN MANHOlE CAST IRON PIPE CONDUIT DUCTILE IRON PIPE FLARED END SECTION FORCE MAIN FRAME ANI) CRATE FRAME AND COVER GUTTER INLET GREASE TRAP HIGH DENSITY POlYEllIYLENE PIPE HANDHOLE HEADWAU. HYDRANT INVERT ELEVATION INYEllT ELEVATION UGHT POLE IoIETAL END SECnON PAVED WATER WilY POL Y'IIH'Vl.CHlORIOE PIPE REINFORCED CONCRETE PIPE RIM ElEVATION SEY~ MANHOLE TAPPING SLEEVE, VALVE AND BOX UNDERGROUND UTIUTY POLE Notes: General 1. CONTRACTOR SliAU. NO'liFY 'IlIG-SAFE' (1-888-344-7233) AT LEAST 72 HOORS BEfORE EXCAVAllNG. 2. CONTRACTOR SliAU. BE RESPONSIBlE rOR SITE SEClJRlTY AND J08 SAFETY. CONSlRUCllON ACTI\\l1ES SliAU BE IN ACCORDANCE ~11lI OSlIA STIoIIOAROS AND LOCAL REQUIREIIENTS. 3. ACCESSIBLE ROUTES. PARKING SPAc(S. RA!.tps, SIDEWAlKS AND WAlKWA'IS SIIAlL BE co.~S1RUCTED IN CONfClRllANCE 1\l1ll llIE 'fEDERAL Al.I£RICANS V,11II IlISAIllUllES ACT AND V.11lI STATE AND LOCAL LAWS AND REGULA liONS (1IIiICHEVI'R ARE MORE STRlNC(NT). 4. AREAS DISTURBED DURINC CONSTRUCno.~ AND NOT RESTOREO 'M1lI 11IP[R101OUS SURfACES (BUIlOOIGS, PAVEIolENTS. WALKS. ETC.) SliALI. RECEIVE SIX (6) INatES lOAlA AND SEED. 5. 'MIIUN IliE U1.!ITS OF lIIE BUILDING rooTPRINT. llIE SITE CONTRACTOR SliAU. I'fRfORLl EARllIWORK OPERA liONS REQUIRED UP TO SUIlGRADE ElEVA liONS. 6. IIURK I\lTHIN 111£ lOCAL RIGHTS-OF-WAY SHALl. CONfORl.! TO lOCAL MUNICIPAL STANDARDS. IIURK \\IIliIN STATE RIGHTS-OF-WAY SHAll. CONrORM TO IliE LATEST EDillON OF IliE STATE HIGHWAY DEPARNENTS STAHDARO SPECIACATIONS fOR HIGHWO\'IS AND BRI()(;(s' 7. UPO.~ AWARD OF CONTRACT. CONTRACTOR SllAU. MAI<E NECESSARY CONS1RUC1ION NOllflCAnOOS AND APPlY fOR AND OBTAIN NECESSARY PERI.CITS PAY FEES AND POST BONDS ASSOCIATED '1.1111 IliE IIURK INDICATED ON THE DRAv.lNGS, !II TH'E SPECiACAno.~s. AND IN IliE Co.~TRACT DOCUMENTS. DO NOT ClOS£ OR OBSTRUCT ROADWAYS. SIDEWAlKS AND F1RE HYDRANTS. 'MllIOUT APPROPRIATE PERI.!lTS. ' 8. TRAmC SlGNAGE AND PAVEMENT IIARKINGS SliALI. CONfORJ,J TO llIE IIANUAL OF UNlfClRll mNTlC COHmOL I)~~ , 9. AAEAS OUTSIDE llIE U~ITS OF PROPOSED IIQRi( DISTURBED BY llIE CCI~TRACTOlrS OPERATICI~S SliAU. BE RESTORED BY IliE CONTRACTOR TO IliEIR ORIGINAL co.~DlTION AT IliE CONTRACTOR'S EXPENSE. 10. IN llIE EVEIfT llIAT SUSPECTED co.~TAl.IINATED SOIl. GROUNDWATER AND OlHER /.lEOlA ARE ENOOJNTERED OURING EXCAVA1ION AND CONSTRlJCllON ACn>ll1ES eASED 0.'1 \ISUAL OlFACTORY. OR OTHER E\IDENCE. IliE co.'iTRACTOR SllAU. STOP WORK III llIE \IC1NiTY OF IliE SUSPECT MATERIAL TO AVCIoD fURTHER SPREADING OF THE MATERIAL. AND SliAU. NOllFY llIE OIlNER IIIMEOIATElY so llIAT IliE APPROPRIATE TESTING AND SUBSEQUENT ACllON CAN BE TAI<EN. 11. co.~TRACTOR SllAU. PREVENT DUST. SEOI/.IENr. AND DEBRIS FROM EXITING lHE SITE AND SIIAU BE RESPONSIBlE FOR ClEANUP. REPAIRS AND CClRREClIVE ACl10N If SUCII OCCVRS. 12. OMIAGE RESUlllNC fROM co.'1SlRUCTIOH lOAOS SHAll. 61: REPAIREO BY IliE CONTRACTOR AT 110 ADOIllONAL COST TO OIlNER, 13. Co.~TRACTOR SliAlL co.~TROl STORMWA TER RUNOFF OORiNG CONSTRUcnON TO PREVErlT ADVERSE IUPACTS TO OFF SITE AREAS. AND SllAU BE RESPotlSlBlE TO REPAIR RESUlllNC DMIAGES, If ANY, AT NO COST TO OllNER. 14. THIS PRtkECT DISlURBS MORE lHAN o.~E ACRE OF LAND AHO fAllS v.lllilrl IliE NPOES CONSTRUCTION CENERAL PERI/IT (CGP) PROGR~ AND EPA olJl~SDlcnON. PRIOR TO THE START OF CONSlRUCTlON CONTRACTOR IS TO filE A CCP NOna: OF INTENT II1TH llIE EPA AND PREPARE A STClRIIWATER POlLUllON PREVENTION PlAN IN ACCORDANc( "'Ili THE HPD£S REGULA l1ONS. co.'1TRACTOR SliAU. CONARII IliE O'f1NER HAS AlSO FlLED A NOllCE OF IHIDIT IIIlH llIE EPA. Utilities 1. IliE LOCAllo.~S, SlUS, AND TYPES OF EXlSnNG unu~ES ARE SliOIlIl AS AN APPROXll.lATE REPRESENTAllON o.~LY. IliE OIlIlER OR ITS REPRESENTAnVE(S) HAVE NOT RlDEPENOENTlY VERII1EO IliIS INfORllAno.~ AS SHOIIN o.~ lHE PlANS. llIE UWTY INfORMATION SIIOlIN OOES NOT GUARAlITEE 111£ ACTUAL EXISTENCE. SER\lCEA6IUTY. OR OiliER DATA co.~CERN!NG IliE UllUllES, NOR DOES IT GUARANTEE AGAINST THE POSS1BlUTY llIAT ADDlllONAL UnUnES MAY BE PRESENT 1IIAT ARE NOT SIlOIIN CI'I lHE Pl.ANs. PRIOR TO OROERING MATERIALS ANO 8EGlNNING CONSTRUCllON, THE CONTRACTOR SHALL VERIFY AND DETERUIlIE llIE EXACT lOCA no.~s, SlZ€S. AND ElEVATIOOS OF llIE PClNTS OF co.~NECTIONS TO EXlSllNG ununEs 10lI0. SliAU. CONARII llIAT llIERE ARE NO INTERfERENCES IIITH EXlSllNG UllUllES AND llIE PROPOSED unUTY ROUTES. INClUOING ROUTES lllIliIN lIIE PUBUC RIGHTS OF WAY. 2. II11ERE AN EXlSllNG unUTY IS fOUND TO CONfUCT 1I1TH llIE PROPOSED ¥lURK OR EXlSllNG co.~Dlll00s 0lFf£R fROM THOSE SIlOII!! SU01 lIIAT 1IIE \lOOK CANNOT BE coMPlETED AS INTENDED. llIE LOCA1Io.~, EU:VAno.~. AND SIZE OF lIIE unUTY SliAU BE ACClJRATElY DETERMINED \\IllIOUT OELAY BY IliE CONlRACTOR, AND THE INFORIIAnON fU~ISIIED IN \\RIliNG TO 1lIE O'f1NER'S REPRESEHTAlIVE fOR 1IIE RESOLUno.~ OF llIE co.~T AND CONTRACTOR'S fAILURE TO NOTIFY PRIOR TO PERrORI.!lNG AOOl11ONAL IIURK RELEASES Ov,wER fROM OBUCAnONS rOR ADOIllONAL PA'I1.IENTS IIlilGH OTHERII\& MAY BE WARRANTED TO RESOLVE 111£ CONfUCT • 3. SET CATat BASIN RillS, AND INVERTS OF SE\lffiS, DRAIIIS. AND DlTatES IN ACCOROANCE 111111 ElEVAllONS ON THE GRADING AND UllUTY PLANs, 4. RIM ElEVAno.'1S fOR ORAlIi AND SEIIUl MANHOlES. WATER V~LVE COVERS. GAS GATES, ElECTRIC AND TElEPHONE PUU BOXES. AND IoIANHOlES. AND 01llER SUat ITEJjS, ARE APPROlOllATE AND SliAU BE SET/RESET AS FOlLO\\'$: .... PAVEIolENTS AND CONCRETE SURfACES: FlUSII B. AU SURfACES ALONG ACCESSIBLE ROUTES: FlUSii C. LANDSCAPE, lOAAl AND SEED. AND OTHER EARlII SURFACE AREAS: ONE INCH ABOVE SURROUNIlING AAEA AND TAPER EARlII TO THE RI!.I ElEVAnON. 5. Ili£ LOCATlON, SIZE, DEPllI. AND SPEClflCATlONS FOR CooSlRUCTlON OF PROPOSEO PRlVATE UnUlY SER\lC(S SliAU. BE INSTALLEO ACCORDING TO THE REQUIR90IENTS PRO\\[)[D BY, AND APPRDVED ElY, llIE RESPECnVE UnUTY COMPANY (GAS, TELEPHONE. ElECTRIC, ARE AlARI.!. ETC.). ANAL DESIGN LOADS AND lOCAno.'1S TO lIE OOORO!NATED 111111 O\\NER AND ARCHITECT. 6. co.~TRACTOR SliAlL MAI<E ARRANGEMENTS FOR AIID SllAU I!C RESPONSIBlE fOR PAYING fEES fOR POlE RElOCAllo.~ AHO FOR THE AlTERATION ANO AOJJSTI.!ENT OF GAS, ruCTRlC. TElEPHONE, ARE ALAR"'; AND ANY OlHER PRIVATE UnuT1£S. \lIiEllIER \I'ORK IS PERfORllED ElY CONTRACTOR OR BY llIE UTIUllES COMPANY. 7. UnUTY PIPE MATERIALS SllAU BE AS FOlLOws. UNlESS OTHER\\ISE NOTED ON THE PlAN: .... WATER PIPES SliAU. BE DUCnLE IRo.'l (Ill) B. SANITARY SEIW! PIPES SliAU. BE POI. WIN'Vl. O1LORIOE (PVC) SEII£R PIPE C. STClRII DIlAINAGE PIPES SHAll BE HIGH DENSIty POlYElHltENE (HOPE) D. PIPE INSTAUAllo.~ AND IIATERIAlS SliAU. COMPlY 1'>1111 THE STATE PlUMBING CODE \lllERE mtIGAIlU:, 00IllW)100 .§IIAU. ~rm~ 'If IIHII LOOM. flI.U/.mmlllll~(;TOO moo TO BEGINNING II'ORK. 8. CONTRACTOR SHAU. COORDINATE IIllH ELECTRICAL CONlRACTOR AND SliAU. fURlIISH EXCAVAllON. INSTAllAlIo.'1, AND BACI<f\U OF ELECTRICAl fURNISHED SlTEmRK RaATED ITEMS SUCH AS PULL BOXES. CONDUITS, DUCT BANKS. UGIIT POLE BASES, AND CONCRETE PADS. SITE CONTRACTOR SllAU. fURNISH CONCRETE ENCASEJ.!ENT Of DUer BANKS If REQUIRED BY lIIE unUTY CO~PANY AND AS INOICATED ON THE DRAIIINGS. 9. Co.~TRACTOR SliAU. EXCAVATE AND BAa<fllL TREN01ES FOR GAS III ACCORDANCE v.i1ll GAS COMPANY'S REOUIREI.!ENlS. 10. AU DRAINAGE AND SANITARY STRUCTURE IrlTERIOR DIAMETERS (4' MIN.) SHAll. BE DETERI.!lNED BY llIE MANUfACTURER BASED ON THE PIPE co.'lfICURAnONS SHOlIII o.~ llIESE PLANS AND LOCAl I.IUHICIPAL STANDARDS, fOR MANHOLES llIAT ARE 20 FEET III 0EP1lI AND GREATER. THE IoIINII.IUI.! OIAl.IETER SliAU. BE 5 fEET. 11. PRIOR TO llIE INSTALlAnON OF ANY Sf\l'ER AND WATER UIIES. IliE CONTRACTOR Sl1AU. co.~rACT llIE TOv.lI OF AGAWAAI ENGINEERING DEPARTMENT rOR INSPECTIONS. 110 PIPINC SHALL BE BAOOllLED 1111lIOUT PERIIlSSION FROI.I THE' DEPARTMENT. Lavout and Materials 1. IlIMENSlONS ARE fROM llIE fACE Of CURB. rAC( OF BUILOlNG. fACE OFWAU. AND CENTER UNE OF PA'IE/.IENT MARKINGS, UNlESS OIliERIIISE NOTED. 2. ClJRB RADII ARE IliREE (3) fEET UNLESS 01llER'll'SE NOTED. 3. COR8lNG SIIAlL BE EXTRUDED CONCRETE (ECC) IIIlHlII IliE SITE UNLESS OTHERlllSE INOICATEO ON llIE PlANS. 4. SEE ARatlTEClURAl DRAV,lNGS fOR EXACT BUILDING OII.IENSlo.~SCEANs. DSTDERT!,~ COIuNnTIuGUTYOUS TO IliE 8U!LDlNG. INClUDING SIDEWAlKS, RAIIPS, BUILDING ENTRAN AI "M~. PlENETRAllONS, co.~CRETE DOOR PADS. COIIPACTOR PAD. LOADING DOCKS, BOUARDS. ETC. 5. PROPOSED BOIM>S AND ANY EXISTING PROPERTY UNE MONUMENTAllSEDON OIS~~ OOItINC co.~STRUCllON SllAU. BE SET OR RESE! BY A PROFESSIONAl UCEN SU"'~.~. 6. PRIOR TO START OF CONSTRUCllON, CONTRACTOR SHAll. VERIFY EDXlSElEVTlNGAnP!.'?"~'~CENElETVATnoo.~s AT INTERfACE \IIlH PROPOSED PA'lEYENlS. AND ElOSTING GROUN ~~ ~ DRAINAGE OUllETS TO ASSURE PROPER TRANSlllONS BEl\\WI EXISTING AND PROPOSED fACIUllES. 7 SYilBOLS AND LEGENDS OF PROJECT fEATURES ARE GRAPHIC REPRESENTAllONS AND ARE NOT • NEc(SSARlLY SCAlED TO IliElR ACTUAL DlMENSlOHS OR lOCAllONS ON IliE DRAIIINGS. lHE co.~TRACTOR SIIAlL REftR TO llIE DETAIL SIIEET DIMENs!()'~, MANUfACTURERS' UTERAlURE, SIIOP ORA\\INGS AND fiElD I/£ASUREUENTS OF SUPl'UEO PROOJCTS FOR LAYOUT OF llIE PRtkECT fEA lURES. S. CONTRACTOR SIIALl NOT RElY SOLEI. Y o.~ ElECTRONIC ~o.~ST ,! .. ~~~EaLOCm:ATlll?:~~ ANI) UAIA tlLfS tHAT ARE '081Alt;CO mOM ruE O(Soo .... ..., DU .............. v........... ... ........... PRtkECT fEATURES IN ACCOROANc( \\1111 llIE PAPER COPIES OF IliE P1.AtIS AND SPEClFlCAllONS llIAT ARE SUPPlIED AS PART OF 1lIE CONTRACT OOCIJIIENTS. Demolition 1 CONTRACTOR SIIALl REMOVE AND IlISPOSE OF EXIST1NG IIANMAOE SURFACE fEATURES 'MTHIN • 1lIE U1.IIT OF \lURK INClUDING BUILDINGS. SlRUClURES. PAVEIolENTS. SLASS. CURBING. FENc(S. unuTY PQES SIGNS ETC. UNLESS INDICATED 01llER\\\SE ON IliE DRAWNGS. REMOVE AND DISPOSE OF rnSnNG' ununES. rOUNDAllo.~S AND UNSUITABLE MATERIAL BENEAIli AND FOR A DlSTANc( OF 10 fEET BEYONO llIE PROPOSED BUILDING FOOTPRINT INClUIlING EXTERIOR COLUMNS. 2. EXISTING ullunES SliAU. BE TERI.IIHATED. UNLESS 01llERlllSE 1I01[D. IN CONfORIWlCE 111111 LOCAL. STATE AND INOJ\lOOAL UTIUTY COIIPANY STANDARD SPEaACAno.~s AND OETA1LS. llIE CONTRACTOR SHAU. COOR01NA1[ UTIUTY SER\\CE 015co.'lNECTS IIITH 1lIE unuTY . REPRESENTATIVES. 3. co.'1TRACTOR SIIAlL OlSPOSE OF DEMOlmo.'1 DEBRIS IN ACCOROANCE \\1111 APPUCAB\.E fEOERAL. STATE AND lOCAL RECUlAllONS. ORDINANCES AND STAlUTES. Erosion Control 1. PRIOR TO STARliNG ANY OiliER WORK ON llIE SITE. llIE CONTRACTOR SIlAU. NOTIFY APPROPRIATE ~GENaES AND SllAU. INSTAlL EROSION co.~1ROl MEASURES AS SIIOilN ON 1lIE PlAIIS AND AS IDENTIFIED IN fEDERAL. STATE, AHO lOCAL APPROVN. OOCIJI.!ENTS PERTAINING TO THIS PRo.£CT, 2. co.'1lRACTOR SIIAlL INSPECT AND IIAiNTAIN EROSION co.~TROl Il£ASURES, ~D RCHEMOSVET_' SEOIMENT llIEREfROM ON A V.EEKlY BASIS AND \11llIIN 1\YEl'J'E KOURS Af.", fA VNO EVENT AND DISPOSE OF SEDII.IENIS IN AN UPlAIID AREA SUCII llIAT THEY DO NOT . ENCOMB(R 01llER DRAIo~GE SlRUClURES AND PROTECTED AREAS, 3. CONTRACTOR SllAU. BE fUUY RESPo.~SlB!.£ TO CONTROl CONSTRUCTION SUat THAT SEOIIoIENTAno.~ SliAU. NOT AffECT REGULATORY PROTECTED AREAS. \\HElHER SUCII SElliMENTAllo.~ IS CAUSED BY WATER. \lIND. OR DiRECT DEPOSIT. •• co.~TRACTOR SIIAll PERfClRll CONSTRVCno.'1 S<OOENCING suat 1lI11T EAfl!IlIllI"TEERflI\\IALSES ARE EXPOSEO FOR A I.IINIIoIUJ,J OF nIlE BEfORE llIEY ARE COVERED, SEalED. "" 0 STAIllUZEO TO PREVENT EROSION. S. UPON COJ,lPLEno.~ OF co.~S1R!Jcno.~ AND ESTABUSilIoIENT OF PERMANENT GROUN'?, ~?, CONTRACTOR SIIALI. RElIOVE AND IlISPOSE OF EROSION CONTROl MEASURES AHO ~ SEOOlENT AND OEBRiS fROM ENnRE DRAINAGE AND SEIlER S'lSIDlS. Existiog Condilions lnfonnation 1. BASE PlAN: IliE PROPERTY UNES SHOIIII WERE OETERI.IINED BY AN ACTUAL FIElD SURVEY co.~OUCTED BY IlICMA LAND SUR'J'E'I1NG. IliE TOI'OGIlAPHY AND PHYSICAL fEATURES ARE BASED ON AN ACTUAL AElD SURVEY AND AERIAL SURIIEY PERfORUED DICARA LAND SURVEYING. .... DEl.lHEAllo.~ OF llIE \\ETLANOS AND P~ENT OF 111£ flAGS WAS PERfORM£!) BY VtlB. 2. TOPOGRAPHY: ElEVAllo.~S ARE BASED ON 1988 NG\'!) DATUJ,J, Vanasse Hangen Brustltn, Inc. Transportation Land Development Bnvkonmen~IS~~ One Federal S~ Building 103·3N Springfield, Massachusetts OlIOS 413.747-7113 -FAX413.747-0916 . No. R ....... 00 •• D~sZ~ by TDfowf'l by IChedN by CJot) od"Iedtd by ~ovtd by Sed. N/A 00'. August 4,2011 p(j)joO' nt/. Giant Inverted Boomerang Coster /'09 .... Six Flags New England 1623 Main Street Agawam, Massachusetts Construction Legend and General Notes C-l 11682-LC.VWG , c .2 ~ ~ --0 0 '" Q. Ib N .0 ." ~ -(5 N ~ -.. :> '" ~ ~ 0 "0 .. " :> ... .., " ::< 0 a: ~ '" 00( s;: '" 00( ." .., '" .. -t -~ <Ii N -" B. :> 00( .-~ ~ 0 til •• " "". I ",. "'" • WAJ 0 0 0 0 0 "'" N 80 o 80 160 ----~--SCALE IN FEET Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental SetVices One Federal S~ Building 103-3N Springfield. Massachusetts OliOS 413-141-1113 -FAX 413-747-0916 .... Sc4e 1"=100 0.'. August 4. 2011 PtojeoQt ntle Giant Inverted Boomerang Coster Six Flags New England 1623 Main Street Agawam, Massachusetts Construction Overall Plan C-2 Shoot of 2 9 Pt'o~t Number 11682.00 • ,; -5 0 '" Go ... N '" 0 on -0 '" 0 g -0 :> '" ~ ,; 0 v II ~ .., t 11 -.2 ..., • Go l: ~ ., ,. ... s t -~ • ~ .,; .., -.. :> . 0- ~ ,; 0 i! " :> >- ~ ell I I o /G , \ o 0 -J 250' HEIGHT SETBACK SECUON z < II 00 ~ to 00 0 0 0 0 ~ / ~ BE °00 I o 0 0 I D.TREES I I ~ I:"~~~~'~~CU;~RIBING TO AND RESET GRADES 0 0 o () OJ '11'v.:~·1I0N TO BE I u •••• 00 o 00 () OJ \ ~~ o ~ <..< 0 ~REMOVE PLANTER .r-~."'STlNG\ WATER TO BE . -- @ 30 0 30 ------- SCALE IN FEET OJ <0 ()l o D o -- . { Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services One Federal Sate( Building 103-3N Springfield, Massachusetts OlIOS 413-747-7113 -FAX 413-747-0916 N -1 <>E.t-te.~,--OPOArcs . 8{31/11 No. It • .,.,.~ 0. .. Oe3OgtIed by I"""'" by , Ol«:Oteil by CAD chedle<:t by Appfowd by S<do ."=30' 0.,. August 4, 2011 -Propet nUl Giant Inverted Boomerang Coster Six Flags New England 1623 MaiD Street Agawam, Maggaehmelt§ 1""' .... fswed t«' "0 Construction 0, j Orowhg: TiU, Demolition Plan C-3 --. =;-;:::::::=-;:--p(Ojeet. Nurnwr 11682.00 11682-PLOT.OYIG c 0 ~ ~ ~ 0 () ::;; Q. of) of) .;; N ,;; -~ 0 I') -" a. " « ,;:. 0 "0 " " F- -g. --0 a: ?:: ~ ::;; Q. .. of) n -,;; -(5 '" '" '" ;,; " '" " « ,;:. ! " ~ ~ 0 '" o , . ~ - o HEIGHT SETBACK o I o (5 o o o o o 000 I I!L.-f.-+-'-O 0 o I D.TREES I o o v O~ o 00 r-·LAIi'lD~;CAIPED PLANTER TO REMAIN. LIMITS OF PLANTER TO BE MODIFIED .,...-~IFW STONE WALL TO MATCH EXISTING LANDSCAPED 0 00 LO\<;) . 00 ./7_ TABLES ~(:IB COASTER MECHANICAL TRAILER PLANTER ~ ~N. . TO REM''') ~ ~~ TO ~~~Itr-· __ / o FENCE. TYPb ThU;I-,I+-t MODULAR I RETAINING WAI.L-t~~ftJ!.Sm ElEVATED EXIT WALKWAY---I-I---4~----"--7' STAMPED CONC PAVEMENT TO MATCH EXI:smIGl .... --!::~1::::~~~lj-lf-1 LOAM & SEED 1 qON<:RETE SIDEWI\LK--l--+--r~ I RIDE EXIT ~~-+......:o~~J~~ RETAIL LOCA liON ~ )ilI-I~ STAMPED CONC PAVEMENT TO MATCH EXISTING NEW EXTERIOR PAllO WITH SHADE CO'lI'ER-J LY!!W e ARI:'A--II RIOE n,TO." PORTAL o o 0 >~-NFcW STONE'.~I~SJl~~ _-:::::P'fB TO MATCH Ie; '\,-?,°FOIr.F OF PA 'IEMENT TO RE!dAIN f"~~~-"":~'~.W FOOD CART o 30 60 ----- SCALE IN FEET GUESS Vanasse Hangen Brustlin, Inc. Transpor1alion Laud Developmeut Environmental Services One Federal Street Building 103·3N Springfield, Massachusetts 011 05 413·747·7113 -FAX 413·741-0916 N I GEtJt'<~j\L ut>oAiE S 8/01/11 No. Re-4i.on Oot, ~e<i by IOro..-n by I o,ed:.ed by CAD c.heclc-ed by ~~by Sed. I "a30' Oot. August 4, 2011 Giant Inverted Boomerang Coster Six Flags New England 1623 Main Street Agawam, Massachusetts Construction Layout and Materials Plan ~"j. C-4 Shut of 4 9 PJoject NIllTlW 11682.00 11682-PLOT.OWC c: .!! ~ ,:. 't: 0 0 " 0. III .:; -.;; -(') '" cS .., ~ .. t ,:. 0 -a .. ~ .., " ~ '''' -JI 0. ,. ... '" ..: ~ 8 " a Q. ... 0 ~ t Of -(') N I !;f ~ .. " '" " ..: t ,:. 0 -a " ~ X .., g 0 '" ~ !! .2 Z • X • I I 94.1 % I I x95.0 x 95.5 X95.l x94.5 <> 9~0 X95.6 X95.9 X95.B X95.6 93.7 X X9S.6 - X95.l X 96.7 X96.7 0 96.6 X o x HEIGHT SETBACK SfC1l0N X95.1 X94.3 X95.C!f :r: ~ I» o x93.2 10 95.~ 0- x 5.8 0 0 0 95.4 X X95.0 95.0 X 95.5 X 95.0 X 94.6 X 93. x Q o Do X 93.4 n.TREES / X90.7 INSTALL SIL X81.4 0 o 8S.8X 0 0:0 -(A - 77.9 X X83.0 XBO.B I\LlJNu CONC. BonOM @ 30 o 30 SCALE IN FEET \ X75.8 o X74.~ .9 74.3 x X74.3 o 75.5X D o Vanasse Hangen Brustlin, Inc. Transportation Land Development Envi[onmental Services One Federal S~ Building I03·3N Springfield, MassachUsetts 01105 413·747·7113 ~ FAX 413-747-0916 N I GEN~~A" U"\)Ay\!~ ~/II N~ R~ Oot. rw'" Ou.~ed by IOrolon b), I C»ed<od by CAD dlecl!.e4 by Appi'ove<I by Sed. 1"=30' Oat. August 4, 2011 Proj!oct nu, Giant Inverted Boomerang Coster Six Flags New England 1623 Main Street Agawam, Massachusetts Construction Grading and Drainage Plan C-5 She.t .of S 9 p(oject. NUMb« 11682.00 11682-Pt.OT.OWG c .2 rs >. jJ l ij 0 ;0 Q. :g . oO '" oO 0 '" g I 0 0 -~ ~ '" ~ ,;, i o I~ 0 0 O . 0 " i! t II --£ /: ~ , ""' • ~ ~ ,;; -oIi --2 0 .., \ / • li' 1500 -.. :> '" ~ <> --) -----,;, 0 i " ~ .... '0 ~ 0 <II 0 0 • 0° 0 °00 I <0 00 o 0 0 I 0 w n.TREES r---./ (') ro u 0 "" • o OS] 0 (') co ~ VI - I I-EXI!Sn~IG HYDRANT -<:J.O REMAIN LINE AL"Nu CONe. 00 L00 00 /'\ ('~'\ \ /' v * BOTTOM @ 30 0 0 \ oU \ 30 -------SCALE IN fEET ° 0 (J 0: ° 17!.0 ° o D @ o (') ~-co .' 'I d \ Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services One Federal Street Building 103-3N Springfield, Massachusetts 01105 413-747-7113 -FAX 413-741-0916 N NOTE: ALL CONCRETE ENCASED CONDUITS SHALL USE DYED CONCRETE, 4000 P.S.1. Legend '" HOI ~TAOC Il£t~ W<Q<EI£ i);CA!(O LV l04 \Q.T~ nlCtR:(AL t;f'J/!,L ~CAr.Qt c:ct(IUrs [C CUA2UE mcTRC sox co ' CUA2H£ «:Wv."lCAl'XN sox (I Ia ((CWlM 0011 eOll D.ICT'iOC IIA'Kl( m : 1R!.'o$'Ql>{A P>/) I Ge:HE.~'" !JI'I>ATES S/':'I'II h ... R.-4.~ Oot. OU'9'ltd by I""'" br 100cdced by ¢AD «a«l<~ by Appr0ve4 by Sod. 1"=30' 0". Augus14,2011 Giant Inverted Boomerang Coster SiX Flags New England 1623 Main Street Agawam, Massachusetts ~ bs..t~ toc <S'O COnStruction Utility Plan I L--'\"( Sh«t (If . 6 9 Project tlwnb<t' 11682.00 11682 PLOT.DVIG c ~ ,;. t: 0 0 :f 0- 8 ;;; 'i -8 N 0 ,., ~ ., ~ Q> ~ ,;. 0 " ., .. ~ " 2 -0 0: ~ ~ ..., :f 0- N I') .. t .... .. -8 , .. g -.. ~ .,. ~ ", 0 " ., " ~ "0 ~ 0 '" R = ~r • 8 • • 0 o ~8 ., o 0 o. 0° ·0 0 • PAVEMENT 2. Notes: r----R = ~r TOP COURSE DEPlH VARIES COMPACTED SUBGRADE I. ECC REFERS TO EXTRUDED CONCRETE CURB \\Il1CH IS CAST-IN-PLACE IN THE FIELD. 2. VoHEN ECC IS USED. CONTRACTOR IS TO DETERMINE THE EXTENDED LAYOUT DIMENSIONS OF THE BASE COURSE IN ORDER TO ACCOMODA TE PLACEMENT Of THE ECC. Extruded Concrete Curb (ECC) N.T.S. STRAW ,,,,,ct.-, Swr«: \'HB Plan View BASIN GRATE", Section View Notes: STAKES (2 PER BALE) FILTER FABRIC l"xI'x3' WOOD STAKE. t. ENCLOSE STRUClURE I'tITH HA~ALES IMMEDIATELY AFTER CATCH BASIN Co.'ISTRUCTION. MAINTAIN UNTIL PAVING BINDER COURSE IS COMPLETE OR A PERMAifENT STANO Of GRASS HAS BEEN ESTABUSHED. 2. If GRATE IS AGAINST EXISTING CURB THEN BALES ARE TO BE PLACED AROUND lHREE SIDES OF GRATE ONLY. 3. GRATE TO BE PLACED OVER ALTER FABRIC. 4. BALES SHALL BE INSPECTED PERIODICALLY AND AfTER ALL STORM EVENTS AND REPAIR OR REPLACEMENT SHALL BE PERfORMED PROMPlt Y AS NEEDED. Catch Basin Sediment Trap N.T.S. Sourc .. VliB 6/08 2/11 CURB---""\ 6" REVEAl:-, ANISH PAVEMENT 8" COMPACTED GRAVEL (1~" Mil)( STo.'IE SIZE) Notes: 1. PROVIDE EXPAlfSION JOINTS AT MIN. 30 n. O.C. \\ITH PRE-FORMED JOINT ALLER. 2. PROVIDE TOOLED CONTROL JOINTS AT 6' O.C. 3. PROVIDE BROOM FINISH IN DIRECTION PERPENDICULAR TO CURB. Concrete Sidewalk N.T.S. ,--,,-CEMENT CONCRETE (6' lHlCK IN VEHICULAR AREAS) NOTE: Co.'ICRETE fOR SIDEWAlKS TO BE 4000 PSI AND FOR DRIVEWAYS 5000 PSI. BOlH MIXES TO BE TYPE II. 6% (1.5;1;) AIR ENTRAINED. COMPACTED SUBGRADE Section BL~G. fACE. FIXED OBJECT, OR CONC. SIDEWAlK SE()TI(>N-.J Expansion Joint DetaO Swr«: \'HB 4' 1~" x lJf x 4' 'WOOD STAKE OR APPROVED EQUAL SILT FENCE WORK AREA PLACE 4" Of fABRIC ALONG TREI'ICH AWAY fROM PROTECTED AREA BACKALL AND COMPACT Silt Fence Barrier N.T.S. II I II I II I II I II I , '~'" I II /II l' (MIN.) III III \;J t , II t} PROTECTED AREA Wood Stake Joint DetaU 6/08 '::. " .. :.":.":::: .. : ,', .. :::/, ":: :::;~.::. ":,'.:.-: .. :::::::. ":.'. ': •••..• , :.' :.'::.'.'".-:-:. W:.': :. ... w: ~" BllUMINOUS TOP COURSE ::E-IJf BllUMIl'lOUS BINDER COURSE 12" COMPACTED GRAVEL COMPACTED SUBGRADE Standard Duty Flexible Pavement Note: PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND VdLL BE BASED ON THE RESULTS OF FURTHER GEOTECHNICAL INVEsnGA nONS. Bituminous Concrete Pavement Sections 6/08 N.T.~. Sour.., \'HB REV l0330 ALTER FABRIC Plan View BERM lY./:" CRUSHED STo.'IE....! Cross-section Now; 1. ENTRANCE \\10TH SHALL BE A lWENTY-FlVE (25) fOOT MINIMUM, BUT NOT LESS lHAif THE FULL II1D1H AT POINTS WHERE INGRESS OR EGRESS OCCVRS. 2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR FLOIl1NG Qf SEDIIlfNT o.'ITO PUBUC RIGHTS-Of-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING \\IlH ADDITIONAL STo.'1£ AS CONDITIONS DEMAND AND REPAIR OR CLEANOUT Of AlfY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED. DROPPED. WASHED OR TRAO<ED ONTO PUBUC RIGHTS-Of-WAY MUST BE REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. PERIODIC INSPECTION AlfD MAiNTENAlfCE SHAI.L BE PRO\1DED AS NEEDED. 3. STABIUZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR TO ANAL ANISH MATERIALS BEING INSTALLED. Stabilized Construction Exit ' N.T.S. 'Swrce: VliB ' J , 6/08 CAP PROVIDE FENCE WHERE VIALL HEIGHT EXCEEDS 4 FEET VARIES 1 I IMPERVIOUS FILL 1.111'1. 12-THICK APPROXIMATE EXCAVATION UMIT--____ GEOS'tN THEnC REINFORCEUENT UI'IDERDRAIN (SLOPE TO DRAIN) LEVEUNG PAD COMPACTED SUBCRADE Note: OETAIL PROVIDED FOR GENERAL INFORMATION o.'1LY. STAMPED FINAL DESIGN OF MODULAR WALL SYSTEM TO BE PR0'<10ED BY WALL MANUfAClURER BASED ON GEOTECHNICAL ENGINEERS RECOMMENDATIONS. Modular Retaining Wall N.T.S. Swr .. : \'HB CATCH BASIN ~'I1l':._ SlLTSACK Plan View CATCH BASIN GR~\I&--.. SlLTSACK "'"EXPIINSION RESTRAINT Section View Notes: I. INSTALL SlLTSAO< IN ALL CATCH BASINS llIiERE INDICATED ON THE PLAN BEFORE COMMENCING WORK OR IN PAVED AREAS AFTER BINDER COURSE IS PLACED AND HAY BALES HAVE BEEN REMOVED. 2. GRATE TO BE PLACED OVER SlL TSACK. 3. SlLTSAO< SHALL BE INSPECTED PERIODICALLY AI'ID AFTER ALL STORM EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERfORMED PROMPlt Y AS NEEDED. MAINTAIN UNliL UPSTREAM AREAS HAVE BEEN PERMANENlt Y STABIUZED Siltsack Sediment Trap N.T.S. 6/08 6/08 Vanasse Hangen Brustlin, Inc. Transportation Land Development Environmental Services One Federal S~ Building I03-3N Springfield, Massachusetts 0 II 05 413·747·7113 -FAX 413·747-0916 " , I UPOAiE S/31/11 No. R.~$iM Oot. O$$!9'led by IOtown by IChedced by CAO dlec:lc:ed by "'Wovw ~)' -ON/A 00 .. August 4,2011 Ptojed nlle Giant Inverted Boomerang Coster Six Flags New England 1623 Main Street Agawam, Massachusetts l$$\Ied fOt Construction Details - C-7 Shut of 1 9 p,.oFct Number 11682.00 11682-DT.DVIG I , .2 x 93.2 • 4~ I I I I I 94,1 o X, I \l) '--I I X94.S X95.0 X95.6 X95.l X95.6 X95.9 X95.8 X95.6 x 96.7 X96.7 o 96.6 X X 95.5 X9S.1 X96.2 ./ 0 \ 9S.~ I 0\ \ :re I /95.41 I / I 1 I I X95.8 ---- --- X95.~ :J: U ~ X93.4 X95.0 J \ ) 95.0 X ( I I 95.5 X I I \ \ 9~.O I . \ I 94.61 I X I I I X92.6 I I D.TREES X90.7 Z < -II Z'oJ _«:0 Z II' <_.Y! II aJ'" -o,J' '--ZCXl o,J < . .:. \I <0 '--. '1 " Q~~ ~tt o -o,J 8o.e X I o 8S.8X - 78.6 82.1 'X X xe3.0 v 0 () OJ ~ u ~ 77.9 X -, X77·4 I I () I §l' ~ I to-) 'oJ I ~x I I X76.8 xeO.8 0'--> -- \ X7~.2 \ \ *h' r"\ ~b-_ _ \76.'1 """" --\ , \. \ X7J.5 \ \ \ 76.~ X\.QI -~.~.-~ ~ 74.2 x x76.0 /) X 75.2""1::r----,L1 () I ~ \,<75.7 O~ U75.3X~~ I I I x75.e I /:&=~I 75.6X ...... q i X7S.~ o 30 74.ex I e I q I f4.~ .6 8 X74.m OJ 74.3X 60 --------- SCALE IN FEET ~ ~~ X74.3 ~­~iX g :J: ~ 0 '" o 74.~ X 7S.4X D o x X7S.9 Vanasse Hangen Brustlin, Inc. Transportation Land Development EnvUowmeo~I~~ One Federal Streel Building 103·3N Springfield, Massachusetts 01105 413·747·1113 -FAX 413·747.0916 N No. Re-M.~ 0." i'"" ..... Oe$i~cd by IOrown by I Chedced by ¢AI) clIed(t4 by Awrovod by Sed. 1".;&;;1;30' 0." August 4, 2011 PtOFct ntl$ Giant Inverted Boomerang Coster Six Flags New England 1623 Main Street Agawam, Massachusetts Con§truction Existing Conditions Plan ·SV-l Shut of I 9 Ptoje-Ct N\,IMW 11682.00 11682-EC.DWG