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Home My WebLink AboutBATCH - Supplemental - 0017 Twin Brook Court�—�. -- r�N/�r uelrrlvee �l vnivye nay Locotfon of photograph Photoorooh Six south side of euadnq. FF of Dosemenf apprordnoMy 100.5. 0uring high wafer event of 20tl mere was up b 3 f f of —tn in Me cNlor Photoorooh Five soufheosr coma- pf erisfmg Du�Yding root wiM 11" overhang. rnorooroon Pour Erisfing cedar hedge n1-9 eoste y pr ,fy line. AW190 height 12 N Location Mop Nor ee ,Box Photoorooh One Mb.e I to 3 N oc ass .snore/ine of properly Eroded Hank deep. Photoorooh Two Nb�C erosion and undercut or eoilmq shorepne. 60' For Permit Photoorooh Three Er/ ti, re,%d,,c® baking west to /ake. Nule /urge Review I Mee, &,;g Me sntr0. and Brisling mewed /own. Notes utwe, Pavement \ ado 1. Elevations are based on USCS datum of NA 198E The N�F \ Pressers topographic conditions shown on this plan ore based on a Geske exirdrg ceeor topographic survey performed by Krebs & Lonsing on June I \ nee 30, 2011. _ -- i Existing 2. This is not a boundary survey Approximate property lines eui/ding y are based on Tax Mops from the Town of South ' F Burlington. r0SDR 3 The underground utilities shown on this peon ore based on e -g visible utilities located during o topographic survey of Slope with $ performed by Krebs & Lansing on June 28 & 29, 2011. Nottve suedes \ r ure J5 This survey was done without the benefit of dig sole (p ve.,re / hedge Prcaerr� Border info of He w,th IB" markings. Underground utilities are approximote and not planted r De u TD u r Npm. '' �' _ q pnd�"g ono Er warranted to be exact or complete Di Safe shall be spraDds Amoncon Arb r:pl ttr¢' - I / epm N Rem nwirontals had (( bed contacted floe to on excavation. 9 exshng ,,,.. opp,. more/y 5 A, on iQ . P y rw, r 5' n,gh ' soemalt eon or the benefit of P eaerw "A Mois. M p o,— ! / 'sfmg hedge oy 11� Plot of Subd rrmon, Tana con —trove, Inc nNot A rco vv ox, pfmr 5 n d Pre,a w ',� - *� Y+) lresr n\ \ — coh.celn d + E r t S-4 h 9.Y 13 exist+,q Mce \I l _ 107- 1i \ P0.'km pwkmg New paver \ work aontrete\ob I \ '° ex/sting cedar nko ks N F jo i 1 D„nr m SW= zRrx \ � \ Char/ebois , \ _New \ xoow srr efGK f�� V or wdr os s' „4 c nr �1' ' Jrf = 1075" ` \\-)m-------- / 60d nail in PP ?. orprhnng 1 E,shng '0 _. Buadmq to be rowed f` t, I New -ii' tion f / W h �� f■V., r! ° _ ._----- i' srana ,� Not ve eeo i,g Use I�% ✓ mt NaNre U JO w mg ,vniper ,\ vryin%o Rosh (Rosa Wgm,af ;t. (N M nw,rontohsJ \ F/anted approxvnotalY S Jf '1, t,. i �,_,- �' Planted 3 o.c. wit, 1B' $0' hDln ShfNm CL AA —hors on canter of base or rp of Wo/l =105 y „-...- sweods: ` :-oralme or Loke I s/ape ,n gJPs 2 rf sprea0 + - ---__ homp/otn m B t B / _tp4" - �' _ i - PI —le existing Jvne 29, 2011 --- J ebp s105 5' - , ._-10:1 - ! I I rnsto" N \ _ / - ✓t ' ro and b ix Ave'. \ _ / I p to -ewer / commencM9 airy. y -- wwk. MonndN I - - Rim flevotion - — 4.77' f t \` rr A' ��"----Preserve existing tee fine \ I of Stove, with - t Y ,g Native Soecles Use le ✓ moor Notice Ama-,con Elder planted Pprq+rmofely 5 R center, !''-a' high B R B. N11F Gorcio - ...Are panre, l;ne o/ I ong center fell et llne )h o/ stream not venM1eO `� 1 If SITE I,a Location Moo Not to ecde L eoend _11 Traverse point p Iron pipe — found x100. I" Spot elevation — — — Property line/Right of Way "- --�� Existing ground contour Ll.-.LJ.J`AJ Existing Tree Line / Edge of mowed gross Lake Champlain Shoreline 6129111 onp Overhead utility s Approximate location existing sewer line �.--f— Approximate drainage way ----�)A-- - Finish ground contour Footprint of proposed new residence Eove overhang New Paved Driveway Silt fence erosion control with barrier tope 11 D Sorrier fence New Pover Walk 5" 1020' 40' Bar Scale For Permit Review November 1e, V13 Revise h,hoing, ooi10 She Pion reDrvory 5. 2013 December T1, TOl1 wd/ ginned, IXg ed note bu%tiling hoof prmf reNsed mo.ed out of stream setback M..B M.,it ?/5 iJ IT 1/2011 Dote revised scrap Honw-ea Dnte Desigr M✓B Site/Landscaping/Erosion Control Plan Ali Drawn Swat err Checked M✓B rPI�jL(�B,L"+�ePg� = Scole t- _ta- TWIN BROOK CO TTA GE : ��y+/�1+' tilt -�: No: R-040 �*}�. Dote comer a 2ril� T�Ek "\`} Pro' ct JJ761 JJ rwin Brook co"- South BuNington, ✓ermont ,t1 XlIEBS' cd E4NSlNC Consultirag Engineers; Inc. / q l64 Ifairt .5treefr Colefiesterr, !'ermont 06-44fS l• / Construction Notes r m r rd meters rr coon room con An / A sand mofwials of cars v Me met did A/1 _* Of the City Of M_ Bu 1yo all no the Stare of ✓man r. lot work Md/ by p con/wmmce with all ma,V s alit t spe i i issued ,, Ina Maly as In case or conNicr, the mwe shingenr ll be it-. snot/ y as Wfw old by Me Engine-. a work M 4 De done p o wwkmal/a. malnw ale carplased p me skin. pmieed by Ow,-. 7 fie C-0actor shall be responsible for ad wwk old moter:ols sham and requked fa make Me job complete. Me.e wowing: obnot show .sorry firriog w appurfelon'. Marw;wl soil/ be as spec:lied al the dtar qs. .Ifocr✓sees prod✓cf specihcoams shWi be submitted la a moferias to Me eoq, e_ Iw pwol l wiw to J"Milotial J Me locotpn old site of ewistinq underground utilities is nor worronled to be swot, w canwere. tyre CMrrocfw Ma/field locate a/ utdsties alit shill con fact the affected uNity cempwy. to, Engineer ond Me City of South Bur/mgtal ono to chalking ony hook ups The call -la shill be sorely responsible for al a Wilq uWfies old ,lire Iomferrpred services. All off -rote DacAlill, :reeling and shwm9, Wwolering, clewing and g,,bomq, w contra. dust contra, troMc control grading, old a" mcid,ntals :'loll be included os part of the required wwk. 4. Repot of on dsfuroed wens rdlg seeding, mulching, epow of roads old curbs, powrq, old oMe, mcidfos we Ana✓ded os pat of Me Mquked wwk All disturbed woos shal be loomed old mulched urn/ ,---t ground corer is establbned. 5. Toe Cwfrocrw Mdl miry ill hwirwrd cwfrd old lempwwy bench mwks Delwe use. 6 Pre workmen old pvblrc shall be protected by Me coot -tor from any alit all ha -al, connected wit" Me calstruction wwk, Chen Menthes, morwiols, w equ;pmml w%Mp Me working limtts we fo be goaded 6y M. ✓s of adequate DwrkoWs w Nog m All b-w.do, dell p position it-m9hf we to be woper/y lighted. K-dsm! pats wet not ccepfoae. LMen wwk morrows the usable pa- 't, Naq men Mal/be ,,I'd to aid the 1/oral of traffic so that throe will be nor -n , delays. Me Co, r tw shell be held repwsible for the safety of Is wwkmm old the gen-o Publk Md di domoge1 to wpwfy dccuring Fan w upon Me reek occos'aled DY neq/'9- - Mdl be held rcpwsiae br Me sobrY of a/ wevkmm rod /he gennd public MO a/ Oomoyvs to wap-fy occurpq Nom w opal the wok o 1 s6o b n fbmoce a dvy a night wrthbr Me walking afro Au cook slid/ 6e 5 conbpplild ro OSNA raga Ii0th nil 19. Ports /975.651 aril 1976651, Mtl applicable to N75NA requlofials. 7 Oecwst-bon Allow tian s Mown w Me wM sha/ be completed wiw- to begmnma site ufdl(y work' old prior to wdimg slruceu..1, Me Cmrrocfw shoo "a" Me Engine- one week to wovfde d ,qn . Wbo. basso' - inrwmofion obtoin Nor" Me Prxalsfructim EA'cawtibn Me C_"" Md/ calfpit the Engmed- of least 74 hour, kr odro-n of r %co,ahongsMe CMfrtactor Md/ wail iry ill otdifyinNrsxr t-, oldfrucfron cwfact Cngme- Md Own- w;M condkfs. I Con Mocta shot/ contact D;g sob Asps to any eon tld,. Tempo✓ r silt A;— sods be -acted pla, to all c,_9 or onstmcfkn FMckq may be wetted m ill.-, but m o care shad construction or dewing proceed fencing. 5beciw• woes may be des4ndted by the 0w,w to, we,erwMm of ewistmg Mee,. These oleor Mal 6e the Conlrocfors repalsibilily to 'lone no damage is done to desyeofed frees E sfin9 plaltm9s w cafed yr 9Mera'" weos s show, - Me plals. CalMociw soon watI xwalling: xneaWM !o �wnoi+ so a, nor to damage these -their roof ,.two. C-factor slid/ _,Yy al Utility, mt- echoo, by, escownon of Adds( 300 ft. in odvonce of a/ pile /oytng ocfiWees M, Engmew aiw ow,, Mort be contacted WM c fftcts. Fodwe to comwY With P%,W rpukwmM/s Mal s Z;ely /knit Me Canhactw Nan pursuing do" dokn to ,amp,, do rd_hm, Non cal Nicfs with to. demisting uWill. Caltroctor shill comply wiM all permits old gopro als issued for Mrs wo)ece J. slope 'Wility ✓pop unsohwafed sal conditiws. /f bunny cost-ti'w sot -red sods we Mcounrered, cwfocr the Engine- rmmedofe/y .", 5001 -- -- i n rel Notes ros on Co t E l r/ defined b Cootrocrw's su 1, Ms iedrY of os 1- ale shah be c to clear/ q E os/on alit sediment �) a dwces Mdl be estab/iMM to trap seddmmr w site. ). Me site Mal Mel be dewed old wubbed All roofs, stumps rod delerwious md/wias shaltd N be remised Me site. Me Caltrocrur shad minhn%te the aunt of C'st-bed laid al any 9%rer' time. fie Con MwMr snot, establish now lance a choir -linked farce wotxNal bonier of the &;p edge of d/ elsfmq trees to - .4"l to h. of cwstr✓ctiw d/sruromce. J AN wosicm eon Mas shbe p,rpsdd as deroeed p the P✓blkorion AW 14W Aok Site Ak^W6iwt A, dewlap AewreWt and 6W,~nt LDntnV old io occwealc. wiM Mese wo)0,1 plans. 4 All erosio, control shoe/ be placed as shown al the Momogs w as wdteed by Me fogmew. Me Cwtrxtw .Mal mantom Men cwfrd measures ✓ t# foe Enpare- m sohsNed Mof p_m ground I.- is -loblsned alit Mof lurllw not r_q Z 11 shad be Me r bosbinfy of Me Calrructw to -P/oy wasp, cwfrd os so.M - Mese wowmgs alit aly purer measures as nxesswy to M1p sediment w stte. 5. Al ewnas material Md fopsal to be reused --site Mon be stockpiled io a eas ,,alp. or the Engmew. These stockpiles sod/ d :✓rounded by sdf Noce MC Mal be seeded old rempwwey Sobbdi ill to min.- wad old stwmwan jaon pote,ha Cootroclw sod/ minimize disturbwce .t ill run AN wens i be seeded alit mulched with%- IB nw.rs of hhd gradln9. rempwwy stob;14.1oa iri-ei,g srorkpiles, .Moll be net soy fro all di'slutbed also: that we not worked for 7 dais w S-of-9"rod-.l'hm9 Moll be recess r tw di,twbed wens Mai we not raked Iw le dots' w ot E All weer of di-l0m 1 shall be Permwelly' w lempwwily srobilited as sow its pws;b/e old generally wifi, 46 hours of the beginn/nq +f -r atiw. AN disturbed woos Mal be seeded old stobi/itse to mirrM a wind Md sfwmwotn patmtia/. 5tdp;1otal im s Mal include much and netting Nwth �meon lew Crew, no,iw contra r otsr1q, cr✓MM stale w glom/, w Po sot Accpfd/e m Mods of sto6416- Mal -Nude, mulchdr9 (with metWq) (1.5-7 ,ws Pw acre), - s;w CWbW moftmg (Sec plans for moiling pxiecolia s), rushed .:false, crushed growl, ill pdvmp sonatas (concrcre, aphesr, eft.), wdghfed %mil-meab/e below, -it other mofwin/s die pwowd by the ElVit- B Ay damage swoles will o slops greet- MM 5x shoes use stale M"`9 fir stabiltofim. .9. Ill- El"_ .!ermines -axial cwfrd meosu s we deemed nor /aloe' soy, all mnfliar detainee, "Cl.d.9 sit, rod cwsMuctiw rMOB debnY, slid/ 6e callecfed end dspo,ed of m o moon- accpfo0/e to the Engine-. 10 Me Coot -tor Mol/ use w,lw br .sf contra 11. Ms CMM-tw Moll sweep rod wafer a/ a W419 rIadr alit new Pa t DA/LY to maintain d,t contra C-~ stale frock wosles it sloal4t,d onsfrucfim elfrances wA/ be r,pked It as site oc ass pops, to prerenr .,ak wtf ban hocking ow-sife. hulled store w",creed d ro to be added/w rppcM as se -t -,its up and mpkm/tes -'educes the efbcfireness of the stale. t7 All calsbuctial site access load, shall be calsl-led m occedmce mM the StobRited Cwsfruc lid, infante .for, IJ All osturbed weds shall be stwil-it old seeded befoe 0clob- 15 unless toe 'Re ir_mfs to, w ,w Calsl-Noo' we mrplem-ted as Niked p Me real V[ k SOH d6nd6aat A, dean.. feevnfson t Sediment ebntrmt. 14. Additional wosion aw Mas may be deemed nvicesswy to present sediment *am /Mdng Me site rod :Noll be in,lal/ed os d;rected ay the Owner or Me Engine-. 15 Me Cwhocrw shall be respwsr51e Ion Apo%ring Ill d%sru_ weos bock fo igpw coedit-, and✓ding 0.t nor ,united to coming, vol-k, IwCxping, site li"'itta, el --kit, alit W. J/7' bifummovs paremMf ,its plan to, cross W.P. ox min.) bf P.-ell �. '4 5 'N^9 jo ss .. tW 71" 05A foe Pico/ Driveway Cross Section rf Ts Dri vewoy Construction Notes ( AN mte,M to road Mall apply M wads old pwkmg w as i. Me. dr;reway soon be crostrucfed to Me /me -it grade shots - Me &awing.. Me rood ond ✓ratty /-at;-, shop be as 1)piletoy derailed unless aMnwiee shots. 7 All &;real,, rod pwkwnq conslrucfion Man be cdmal tad m --dam- w,Yh Me W,rmwf Agency of 11onp-Wial Staldd ,Sppificohws to,CwsM1uctron' 10IJ, oweaffw c #ed Wwmwt Nghwy SP-6cotwns peahcahrms found do these peals, -itprotect pm,ficohms. /n case of cwRict, Me mwe 16`kr9m( .specrf otbn MAIL appty die dfwmmed by Me E 9m- J the Cw Mwtw Mdl folio. ✓ermwt MOA y Spec/fkotiws (701 r) Sxtion 20J 11 tw lmiog dnd preadig embwkmenrs. Fill motwio/ for rand embwkmele Mon meet Note /JJ below old be gowo.ed by t. Eginew. FRl :lion be placed m 17" dints warred old compacted with sotishzctoy compocbal equipment to 95x of --M- den-0 (St-dwd Proctor) 5 Road In R/ radials shall be p/aced old compocfed o minbnum of J feet .ore tap of ony urdtty to be instilled Defoe MMch s eycowted to, pipe plocememt M trenches Md cut sections the Coofrocf- Moll provide a/ necessay el -I inq, Mwkrg aid brockrq to momtom complklnce wM ps 05MAIV_-MA rpulotioo, 6 Me Mods I --Nap of wbgrode Mill call Io ✓,,malt R;gory SI-iftptAars (7011) 701/7 w - det-4,ed by the Engineer. 7 OMse graded rushed stale, crushed gaare/ rod seed bwiow shoe not be cwtommatod by work. CalsN Nil tntM'c sods not trawl o spored peas of this material Any subro. w .w6Dase disturbed by Con Mocfw, w rMded u Jlob/e by onsMuctial machin-y, shoo be rcmored -it Hoed w%th Millpond gr_"I' b-*M of Me CM -pitons spans'. Me Z9ro. Mol be compacted I o/tam a,'-st 95X of the mawmrum density (Standard proof ) befwe woonq rood a embankment molwids B Me 0w,w Mal pay for w site sods tnhoq (compaction, :Arm old att ) , A/ o mdrknw, 7 s .owes of do aggregate mar-ia trough, to she sod/ be rested 9 SMC borrow wd c✓snia, holl cwbrm to le mwt Mi9hwoy 5p,,cl&afAoos (70tl) 70J0J. honulw borrow Mm Mon Ioll ,o Me ynmw( Miphwy sip-i/icofpns 70JO4. 10 OroW suba,ve fir poiw,Wj Mod call to WKmwf HVw, Specif ofions (7011) 70405 cowse, cr lied 9,,v ,, w 704 OB dense 9roded crashed stale as show, al rows- Nil. 11. Lewi q course Mai call to v air Mi'gh y Spxi! bons (Tall) "405 line grading. ShoWden :non call to Section 704 J7 Aggregate rw" Should s. 12 B:tummaus concrete porommt sodL coot m to ✓ermwf Mighway _,W cifkotion (7011) :solo, 404 old 405, Bind cavrse fed, be rLae7+• S rod h ill wewmq course sops be rope $ L7 w Is .toted Sid IJ. Embonkmmt fill to,of %mil -vials areas EXCLUDING BUILOLNCS .sods be a .sieve peciticarian os follows.' : too 7' BS-100 /4 so-'00 000 Jo mwmum Type /V r4 rop slope V'rginio Rose Planted in sot/ packers n gaps of rip rop. Elev. 10J sot/ see 6 t , oP aril erosion can molting. T. O. W, Area sho/l be elewtion stabilized within 105.5 24 hours of achieving finish Drainage fabric under compo~ stone fill All calcrcfe used M Me calstruct:on If concrete sidewdk slras be oil entrained (5 - 7 x) MO 1. will Pwt/wd cal, t Me concrete shill vet s 00, 501 0l Ire State of on1 Srwdard Spechk.hon 1w Class A --fe alit hero 78 Wycoo-1. use J500 psi br compressive sfrM9M or J.500 psi: s,de aks -1 -lb, add- rase -t •pint fin- shoe be ,Bent opo er_woq Broom finish c mte i.wok (ltpkd) cel/ow lbw join'. alb asbo it. 'ofed wrTh� Ghat. )lninq of 7Dx 4_6• cry Direr canPrcssial. too .4.. ore a d mulch. 1/4' per a I ' S' talc si kf I 17' grove/ bar Typ/cc/ Concrete Sidewalk Detoi/ N. T S. Erosion Control Blanket North Amencon C eel S75 Moser-Cl S.-iicotions rroFo. rmMw awn »or e. r moM.•r-o-ewew ina or an adl r n--d;°l�• m.,,, as sio...ww• fro. mmoa r sin rE mo,., Y mw.rw Lmn,� (eft-BSt-66JI) w krrur LwPn cmna OMker sxee parr MM+wa �'.wr.tt 5rm. cmrmr� �w es �ra) /Tl •e/ml/ ,wn.td . „- , y,ororvoMew srrik wprPP:^Pr,,, ,.e. n,naw rI 1. tMy,%rd sprrara m, r were es N.r fall B.[ A Mr (IJan/ xepg.1 wog./ - ow" .d M lwml; CHANNEL INSTALLATION El NORTH AMERICAN GREEN r1�t� wE 6qR WRKYxe µ[¢15 �� APgtfATT �iE�zos�Po SEED. NDEE w01 aK t91-6-ertD pDD �WE e® ^'sEP�o w4. - -4ED 1xusE eE '1' ��) vtt owx. ]. RGN M M tar OE SAE 6 A wcWnxD M BWwET IN • e' Sl M[ )P onµ 11 � T 1T uLcNon E•PngnLteRv r]' 1]0en) P eA yP�EY1f�DED BLMND IxF w- 1N[ Rip/ M1aL nAhWa .par i'o cn°`rwA�1[o E•"a. Eau mxxwm�E '.or'0a:'n'0eeD"u,'snxrs �F ARe t (ERm) wMr scMss nc wain at lxE ainxEcors+t+[o N1EB sarrR M 4rRIIrM w wA1Ex M M elli:rr 4 Ow {L. DIL rIIN wwaftWE AOF learRA2 nl EUNNfis W,I BE YMEL. irSEHD M sBL S DACE Br L�'ih N9 ASMEit!Ss[s lMAlpm b esDeN Ix Dc :suss Euslmx aAD[, w•m[Y'. ,sAhss%siAas cxD�l•��MNFD[D iN[aLKAI E•cN 4 Ca TIF w[D W3 cd+-SPpysNa 10 E �o^M•lE Si•.l£ PMEnN. PrFr, D-ors e�swess END a[a ENo •smwaE sT'LEl dlrx A .•_e' (�o.r-rxm) .'nEnuE uY A Dots[ xow of s*AutEs si [,srcrism A florin.) •Port •xD .' 1`Dwnl Dx a[[x)m iv sEcsnE eWMEn .wD ONP. wKM"w AwAww-w16r �utwLOEtmi w[n�a IP . e' i•xmi g"°EP :ewirxm) wlxw "'ce oEu DT N w1Ex 1. Ei-E r oE�w N,u� r�iErilBna, �ucE M[ ma oririi d+Eaw+•ixc a1AI.Nn (°deCa..[p1r a ci xr�nw't'iD�"a°. roPi Eeix S4P)r5 n•DaDTiED i s(t0-) ��ivDR•!2CM[ExcptcENiFP dE� P'II�E •Minx a)1NF M.Nr[4u5E e. M1Exwrw Dr [x4sMM(1s BE .,rr � �• cal Pwc � "� APP.aw1¢. rr (sD,m•) .wxr •.�sm�aEE%. e (s.sa•I wDEnlxaicx. P r�Ls MT[N s1wro. E C - CMmCAL ^dMs A. aAMAPs ArD cnmcurnsTO rp,i[NT [xu X•Srw6 SIMtIxTMEn EctEU Im. n[u ( _ c. 9Prt Kx l^rt[s soK ftEssu. 1D PDPF+Lr �N sin'"( rmBWaErs. tuShEsxpm Tzil Ev/,xfNL[E. Ds B-zUSU Public right-of-way e� mo' EX/'sting ground Profile Provide appropriate transition between Stabilized Construction Entrance and Public Right of Way Public Existing JO" 1 112 ro 7Right of I ground usi I slnor,•' Way I Plan Stabilized Construction Entrance N T.S. w fence '-/%'nod Sluke lofsfake -- -prongs payer/ o me,r weDbinq y World C✓P �✓PP/Y pNrdred / I I Section A -A Id :rakes down - -side of Imce Oralge polyesrn -so w alb q by mo id Lp supply Ir opw.- aqua (J' wide mrn1 A II ra be / staled of c/swing limits rod A pen /%mitt of Me cMsrructial w ,at ro be Is- to, indPtdra/ tree a wofxhdn w ro d-mascots con.m,"iw dise'romce limits to, r4, ( bultw Snow Aeon Mdi be veed p Mese weos. See P/Ms, Construction Limit Sorrier N rs A[k,e low m- reMw sraPlr wk ro .doe ,r,E. side ter �k w mP dear I V ,.n Section A -A Sdf fence spocrng chart AJ star rrn .. p sxtrora, w >ad tJ M1 r Tknicol Temoorory Silt Fence NTS SLOPL INSTALLATION NOR H A GWIN, IN N �. PBEPAgE 9' BaOxE IxsnWNa BWwF1i ktCLWM[. Al x[cEsvm' �1NN a u �EFFlW[Ee. ANp 5[EC rwlE. rllpt uLNc c[IL-U-sa:a a0 Nos sa. Prt1•AxEU wu w,,� eF SEM1Eu rmx .APEX ssS Lew z.[N •T 1Mmo[1 t[ 1 6[.vMET E[I�mEneEYn'n 1xEBui-L,WE P�aBlld.'s e( 1M IPEMXaB ME lLL wD c.=f iNE 1-04 Mlma',Tsruw Ron r SEEDmTO Atnv I•c1En [sgLmWn iDLD xE1MNxmax r ' ISM.n•1 roITM� w BI•NMEI� MsB SEED wU cONP•L1EU SM SECUS euNrEfw aU Sq[ wlfrl s a0w ci /ssuT. r ' (sD.m) sPwtr AcxMs SxE -inn E rxls al Dae uw ro) N>waDNru..c«Des rNE xa15. s . DN .1x mMrz aDE 1. �Nn ni1xi� .cE. v:xEre�w wiix� L. r.S1E�A�ro �IL %m�w%°U9NC n.ttisTsrw[e cal vow w o w"�s^oN' ( P :'ni"P:.mrwEs(nuxs sdE.AmNMFI niw[P'"�[iD LENw BE D fa Yh uryxyEN1�P�CE 14Es vousci ^TIEs4�uU µncae�uxM4Ei (xL rMEfc r[lnc. :tarot 1uE UxN[IS� � niNF 4arnu�m s FM uwEo CNU 's Iv BuxsT1E) xlix AN APPb.MAIE i�I>.sco•':1 ow f>amINSPAm ACPDss omx s x[7 nines xw Chort of Erosion Control Measure Re utter o (F7/ out where applicable) Yesy 1. sill FMce A. pwoNN to slpe (- contour) B 7oed pto soil C No has �reoches O. sedimmf burl up n fence 7 Limits or D"N"_ce A /-fact B Fence wet/on./stream bulbs J. Stobdited CcmJlructrw Entrance A. Less It- 75x Idled with sed B. Minimum B' Wpm or storm 4. state Check Owns A, sodde C-Ag ralral B Fupy across dAM/sue e C sedkmeot buildP awd 5 Sot/ stockpiles A. Silt / ce/bench downslope B Prp- Arach co C. seeded (if not to be used b, J0 d H) 6. Eo,/on Con Mat Mo-bg A. Metaled do.4b, .k 1 a mwe B. Keyed An o., side C. S"91.d' owe/opp;np mots D. Sfpled tigh, to ground 7 srueditol- A, Find grade woos srooX ed (seed. mach. Pore. mots, ell.) B. vVetofion sfablished C. Stobd/ ed silts lost inspection B SeoWmelt fiat Bosch A. Slap- stablited B. Sedim , budduP -ored s fact C. stale tfbas 9. /n-let Protection A. metblad al all inlets B C/ell of :,aim-r C Working lop", 10 Ho'-deping A. Po veil roads ,/eon or sedimenl B Dust nor 1-Nog site Aft Erosion and Sediment Control Measures Sholl be inspected of feast weekly and after rotnfoll events greater than Y" Erosion Control and Construction Sequence 1 Me purposes of wosion control rho/l be discussed with old approved by Me Engmew old Me Cir, of S.-M BuN;ngfon Priw /o My aeorn9, grubbing, srrppm9 w calst"'Kan If aly kind 7. Al/ erosion conhe/ shad be My_ as shown on Me drowmgs w as wd-ed by the Engine-. All wtrd m e Moll be or o toitimm, inspected week/y and -wWal of to VNI the inrMf dscussed' obo- Me Cmt-tw slid/ maotoo the - ten control meosur s-lit the E giled, is soiis&-d that leemdo-I ground cover Nos belltoblieled old that turf- mrowr_ we not reQI,r.d J Ahem dosio, cootof measures we deemed no longer necessary, w/ materials detained including ,s. Zconstruction debris sod/ be Collected and d;posed of in o monnw =Cebtab/e to Me Engines Me Wage o/ £:sew A-tim. 4 if highly-oarble soils arc Me, Con Moctw may be required to waled, time matting, gobiM w riretop- t mattresses,ip rw ow,measures o O3spry to or re t - Me CMfiactwMall stockpile hay bales to profecf, of o iof wwk in progresi w. All erposed embankment, shot/ be tpsoded, seeded and mulched as sow, as passible oh- calso'c Nwi. 5. Me Calrrocfw ehat usw rot- ono/w cwcium ch/wide l dust control The Cactor slow asc sweep -tmq Md new pavement as required to madrtwo dsr cwfrd. Crown fo be pruned as^%rmfea by a necf - do not rree to be set plumb f leodw r a n Q K Rdntorced nbbw i�i raying marnio• hoe, (G.*9 wk.. J pw tr.) Tim I -.cape per pR soucw . ; T nk M1alsir:on P/Mhng m/ fore Shredded Dark mulch, J' tom. depth rmsh grade cut old rnmore wy ire, rill DUNp back \ \ \ Noon tea 1/J of ootbal bee we \ bite Hp mg' untie rocs 5' canpocfetl -- wanrin9 miwfurr \ Noon Munk .v[rtt,, Ew;srinq s✓bgrode i- 11-1j-L 1-11 "_Tree wppat onchw TTT=llT7Tll= �OF ERAyr - -III-� rrl Its b,•, 1+' q'��'_ Note; Remove I// non-blodegrodoble o SW N No -twill Nom plant pit Tree Planting in Landscape Detail ��QWII f�ssxAx N T s. NovsmDn l4, 701J Revise Dui/ding. od�✓sr si'fe Plon ✓atuwy? 201J nn_ re,..em Tip or will el-tiol reNsed M,B 1y7/701J Icneekse core ma Low RIaA SNa Xentlbook iw The Low Risk Site Handbook ErelPra ton andStullolCormol for 'v dla ,rMlwmnreafnn E roaion Prevention nno Sediment Control pen Pr im save apm•m pen -naive a e Ve NNe wrc. 1 rvetor tlrwnerpafrom fPnNrueVon stes enG ?P020 evbra an p MM Nn tteMe rinF v waverp tV, ro V vton ectvq rM caw8wura Mn aPi Nns Low Rrk. MJ P M - anitd Wdue 1 hm U U x A Mlxwkrcn na the anal dtl ��" VT ! 1 ems Seb ant Lon[ml n We co•Wruct Ur ales JMe mneaw M"-ax F,av and• r«August 2006^ GP3902C Table at Contents Secilon l'InimduglU" WMtMerMon woventpnanJ sad mentcontrol% 1 nb1 nawtrmlt?. .... .� - - Apci Aecens 2 -1on2 TUe Regv„11-111s 1. Mark Sim pounds .... 3 2.L IDial Wua Arbe .... '..5 3. t a cro 1 .... .../ d. 'bll Spitz 11 DI Upb d Ru on 5. Slow Urw .! to FUroI+.. 19 T. Corsi- Pcrrnanant clooll. .... 23 ... B. M pP+ad N 25 Settle. i Introduction Whet .erosion lion and 5edhtent controls Preve" Sw. 8 atnNur WrYxat I, y UWn a rc. Wr ant stir mats wnkaw eye M tlMM xWr-and edwrnery mV110 C b wlarruciwnalrw vP0.Nxt pr tnal AuNa rwnems ve lmM c+ Me scl1It-sJD R " In { g t pu 1 U g 1 an M W vent tY oMJ antlta apa,tetl t M eke or wet enw. m h Pw" 8 D Ilm b of D n Do I neon a permit? AnyonNauona,-r hMi of and or la pert a+elegnrdwoht{rmenlpM f dnwrb Somorl ecrW, Mpulr•aa Yermon. qNe Pxt r. imetormwenreiacM•gec+rpm conauaGwn sow.-V Application Process 1. OC[nn eooprgMe pemut end oemrtwtie Me Rax catepyMMp gopnrwY prgen ins pertnnw Y g ]. Sub' N '. g4Dh. VIy1 ¢lM Depart-r pn Su R N91 CEC W Aysl N M 6q - om DE 3. re Jt veunUn tw oerntlt anU mov Ma section 2 The Requirements 1. Mark Site Boundaries M M M n d it ry h wnq,rwtvc.-. Wtew N�elp to'ynhtM a 8Y axn8 veµatMian enC mt«celun potwtWrnMesw. RBgwa MM tm c+., •. rx n rsrvRlon- ' \ Ali !•". /aa "V v Now M comply. pN bg g.q,a,bn.wa,gtMM bra:. Hard bg trees,poNUBns nrms,n'. mange aelNy rynfe F rw. mSO IeNNa row is repu,etlwen YMIn ?Una. Mk. ward or a tie «nU.a:N dins p le>;strag rinds buds P. elc.ln 2. Limit Disturbance Area wrimul Irrnhihr nmwn o! mppeM atone Umnm aO1 Mw•Ihn lwbntelarce ran ran ahn. RxgMramenm ivFvnnhtxdtl Nu bsncuaux" "iWd r tM ggaewr M1en aNhoruYcnwdecMrgn.O lythe ocr its al aep ateJ on euMwhMon fwm meyw•apowd cry 8w Wne How to comply ah n t rI w tta rABxa an nod el pr•,n ea' yNablYxampaxw rover ad :md ntrM mn t n/, beUue. n•M r r nG wnr na ex sec ran e mNn ail I 1 3. Stabilize Construction Entrance corpora. f AMeblxolcorerruM1on enben I pros nrve ramwo M.ewFaa stn PnwN trrrfk H n s. Rugti,emenK'. grunt bin �an1 wh'cni-11.att gtlle ecn a you mug IagaN lbJ oongMWon eq Mp pion congrttcbon bap f t 7 f -r CoI _ rrlaatto-assS. VT DE.- Q ty D.wvar 3 rw•t«Srvtiw Sp35outt Mar so-1 lu. aMrY N05-0 Te180]NIsT]Ow d3hl www.trtwearpun ty w{/ntwrrwsterntm WI 1 Sr Wt - Uwt ..... ... 5 11 r-1 GrMe ... - 33 ' 12IPYoShe 3! SUOil 'Addhl-IR es 35 IM.uralrucl ran son mart tie used. nij... ,.. .. :... «m tied ube- cw His nddwx tin ercniw o ^v pp cVon Nte. ynvr<Mavu thn yev w. e0rp«[m•nt gu Uanu MaP 3BOht rw M HraM amvneawMwereparn{w ndrv.tiva Pormt. ,rtl Yy W 6 '% � +( L. 4 a •. �. - crm,rpuwru.yep«awmeaIwaw„wmr.w.Innre pwmwuaraa,memww m tm v. v,m n• n::x.'w xe r,we ,n...r..rrrv, ,. "` x'•a^^r t.rr.. � Uana,wweroww a are. .inns ee,t r«x,eo-rrwrwr rw.e«w xr�m. .ran: fwemca rex , II •r r 4. Install SIR Fence Pu P - r 1 ru g la cep npH and a uw ,:awnda0 a tlmnnf In sa.ln n. R.qul-cros' Mon. to place: 'I damn, . ' a rtl f n plow rnnn LC lee 0 t 1111 'n tl aluw.f b W E. w Mae .rem F.an aol M rnnagn pam pa ,nuefo. iM]Iwt ofN• fn "� • . "'^ e - °M"nvme mn' .. .. .. '•'... e � '-" ' "^ry .. I{ S, Divert Upland Runoff Purpose. D bra ht+corn Intnrtapt runonl Cva F r . to ene mrrwt x ern, n J' Mn g 'cben-wabrM1om bettor. mutltlb., who h prop or wtb. Now to mill xmrmtumm wewmr. r r r r - u.,u e. r How to instep' RV4k Sim U aNltod nth none Depl a. R tMtum WmA It fag mlmmumIt. Length. 4C leMminrmum la 4rWr, of III ew.Y. 4 9•Na,Ule m•u M1 Mr f oth one« rot rr 8 eve. 5uu Sn tUul kN' r:w Ms.apa inquppwtlpwn I�I�� Rep t3 Maintenarreb' RxUnew wth .wa wxqulrMirkena •m,: aedWran[hnmt•ach rag wlo MprtreM umwi +axn mn mnuu vwueeornumvee enanw.w ,. row g,fAf - r - " �- d hill tleN net ."i dYre ISlawen. alpad eln q,vorwe arva•nwmuae mamnxx remnrs amrvnxa• «na- MNlenwon bnBnlab.renN {pin tlnGte t Iln race acme tic anren.rr - Nrewnea rgrnnm bttflan Now to lgKtNl silt Ferree. xvv Mnmmol rc� uMugsaawM r:. x. w.o-rrvwxr:wmwwn rm n arrae.n.e 1 nwgn to to Ynur ni Iw Vt su a M1av b ba. bN C � b- 8 Y dye I 0. d rtl el 1 pe•V, env one tic I I ¢ dsl 2 AWmp eMpr Nine tlle[uroed area a 2pkr or N a 1 • 1M es pp•r WtlM ]reel Dray OeP•ns nG 4 quwe 2-t wrm m��TMmw M„yrwwr awrww on nuum each y appt«a rnnn wn.tnm 1 Cnmpec h ran wnnnsn w n{ ' ..,., n,,. �=:ax '. MYa wrM® nuhns deep soma lrallow Jnre elhlen kre treVmdn E tM dwMl adeMMefer,pr g W h' {Its ontl stnknn tugeMer N Ya M J its tx atntrt ' u- n .I a�1N geepei rg - ,"i� 1oUC 2 6•N J bwrn maowr wen •rw utl vn tiro q nedatnY elw. nabibFwt 3 Stab ie Mefw cnenMl w.n aeeJ ontl afrew mulM retwion conVo. me.:ng Ln MMsf Hal w4nd u.wrmrc rl '� anabr'<-nwvc . spoor alwacnnamwF �` nMgpnan Me Mannai pope bgwate iMn 2o+p• wRn wa «W Daca mwn P .as w 4. Enmp f a aa•ufa Waa•awwmaw etas °'" .wa,.rvr seenrrpmeremrwa. rm.amen. awmtamn,p mr•ruYraa weerd.au gwwame trm.nnu ax.rr,wrrm. ruawlm wnr.nxrt ro.+aeunan•tmx;na P Maeemenlbefore tanw•wav up f t now.e UnmlWJ ngrounJ arW trey r0 paw tin m n,.w w.rc '. .+., pGmr, e.,r a>r r, , ': .... '. ,. r N-1 5 i d g p dN ,bed e P N ad:a.d Srn an¢nd9M .lave wlcuetonn ^• `i. cry. •be,wr 'v 9 x bngruCam nlranw tab a onsmvct 1 n sins ab m Lac rvc cn n[ nnen T11. r rsb vrw BEM e�n.n�-r' 1� .L ens u wrt Win. " yN Xp t! &Slow Down Channsllzsd Runol/ Pl $-I Ir-da natud- ervsdgdnoga cnetnab Ms'L•w ngpwntne Mormwe•e, Yrow Rapulrwnanls as naetladwplpw cnanngwtlwn M,ou me Wore sn - dD IlnrAb hows!mn cenVrag m wdCr bnoaursbgweenchechtlamap lfw Frereq eahoub MlhaMpetl Ipflly■��8'ay NN S .'ha'1•IIgR� ", 7 Construct Permanent Controls hrpose: Pn mnr rnlatormmnwr Uemmnr. Pec•poa - f ray enarre p R J tl atr•am Road rag Gd p nd wglends, ^'- S. Stabilize Exposed Soil Purpose' SOM nBnntlmtkbing nPPlY rageoab.fontrol mMInA ^M hvdrnnrn rag«na mMhaeatn ainMl Tn enpra•d •v, Muk+•a era mMt rag praGct the so surinvn wr. le Wanaaw.nu an rag Now to comply. Prawn Mnao l neM.np MRrad pM w3 or ncfwaNwlxrd emwinq ant er0.r r.».Nsvruat a. gwggw y«TM arH µ q - rumr � , ' w- • dtMHWamnwntrgedRowla.g netltM ar annnneDNarormwerr on yourfM.tnen Youmuq natellemne Merh dams. my Mleamuq rtMwurJ cnJem wNow tP'rsMll, ttnVV1 No¢w0••,-- Cwaldaw 9nhw SW.bonesaRater 1wP30 Stoll 0 ... a mature N 2 w S lnM etww Wlan oemaaMudnpan rM wbM o+Ve eMnral ono seend pp the saes ante ... Speeing'SVncafM nmm.m Me[tnn bdtom l<nel rAtne twl•omr bem eMMnaMlwnvl Melop lc,beVN pLe .w.v m«wtw wcroxA,. rmwwrrntrrww. ruwrtmc � wre •,. ra, ^ '` :� •°` ',:ram„ .car � uI:n .m,,.,wr, emrr:maewrwwnmeMwoar,«excwsn,w,vro•mvcu,.:we ..._ rlrr ran Ms,ra,nna nwnnwM (tars. R[tinuqfcuotllmrWrxmmtao-ttnNn? Ypmrae wDNeH"duv 5 dMl D h. p a M Mfwe the wnnrvn on N atry'mDo v wa our etas, H.W.-ply: canted the W. Sw- water Progam and IW,r[wrWUU«nena In Me Wrncpi Slormwater `r , .v.rr.wr mrwvr w mwv vw..rnwm,nwrrvvmerrcrr wraxnmw..w.wrm« r. Regwrementg Ioeut rtAunxIax.cnenmsNqaa•ar aIq. urwdnMc•h mpwr]Wth10M , mbM2am1N pIMoMqnsryw Alt., Ill- ll-my Jl Mw inn lolh+w ngn pray, • SIeCI IxNbn a nM repo rM X eenhwbfk a [p OpnVnw n[M nrra wlMtlM ram..-241. Maaseno g k lawwet l•atlx tort as hpua st U' W eJpMa work Woc......8r nseponn er I..roout sit wRneMptn •nrg ruu ti -- - .. " rr,t r a ax,a mN lava o.- ' " t e�p w.m at..rnu...x rM nwnntrenm dent tneanen rag eeque in M• tm AhtN Mecwak Uer UIrJM nytMc •nnW ulapr. S1.en8 hr MNl b lffi cfreckdram I.n_top9 Shr-till I N.) Maln[annneq Nemnw ant n^ntaccvmaged MMnU the Ja, r r rw ^r'^"•• ri r,vrmw. t a°{1,-a •- wi' ,. as rmarmnrMmalavr•M29 n.n a .. ,.v...,...rn �»•ar«nn.a. yn aan.. .,,., MnnngxmeniM inn 4nrnrwM M age fM snvml none wligagg garmwNern ut/g,r« y„ ,„ wh,.t «e<p n a ry x q ..„ ray .0, fw.wg to leg woos feuMNlun mcMtbn, ut blylonc tnsl A eraserdlqurbance muni new wrmeneM sal. I.-1 dR lino utl rwecn tg fine aMnlSnx Pop 33`. na t 4r t.t r e „ av wr,a «• ' • ` amn, Iwo �rree urwn nvw:u p p b me a nor21 91. wr ,Hunt red :.e22 2324 25 still,pP PP rwar*wprr«uwr av xmwwe aw wwmr novn.rwnrwm. .va4wm4 rem tins ',! vros eommmnro vaearmmlw ,:.,ram mvaww. m 9. Winter Stabilization Puryase Mnnegn8cowuuc nannswmnmUe nroNon Ming cd Prnrrd.n and prawn; son mom r wntam Ian d I«tp.nW Vhctw nnlp bwarnn •wr grnate. our rag Me ale V.V.Muter erW eeJY aPUng m'W�.ntef construtt�en'aa Oeweestl naro, tlNcriMa live pnoC Wtwwn OctuUn l5 nnJA llfiwhan p nlbn and pwr.mxnt mn glly.nnlN J h Nafne'm IMe IV Mawf trans-tv.Mt^., M tog rah and tnl tv.:an walwu Wg ll' Pnrv' r Iwen ontl inn rata0 awtnd Arebtl, lrcreaWrtg Ina v w[•ntln ter area w, n Requlisor- Ica Wimcv shutdow. Furthpse pw;evnNatw pwnpbin earM JquNana gat Nt ee Prbru iMwna•perbd lOfwbrr 15A lne+o w,v rag repLirementanvalM eUderM to 1. Fern ,I, b. by vnpataton a ardbgahell wnpleatl rap eu to Segnmwr lfi to anaun euept agnMh end mvw,. 2. •M p' of camp clad MSwlamMr iS aadrtunal wmvagatativn Vraec[an mlmMUHbw '; !: '.M mrw, wino r,m nbbp ie lts Wiebrl owning wrutl Tha hw'utlm wN 1-1.S Conran...-1gHan nB ole r vfh Mr S•M'ngwrM winwr ryee menJ.d 1 oelw roc eprygerm,retie. ticring wa apdrrp, rwUtoae. 3. Wnere mules to so•ciM4 eppN reughN2rrchra Mn Soul cwr.-1 Wto,IJw tre-in ,aMbl izeCwpa nett'n{Incwn enaswlnerabb to Mntl. Regmrw"cnis for Wlmw W-ruccon If wnehucilon eglvllree Inrolnng n dtltuNaroe ua pnat Dcwnn lSor Mgn. Mm Ar lS the c'"tn an fdlaw nq rap m•Ma moat ce eJhretl [c: lEn P-t sab'tixed [eprw Je for .now Nnw B 2. 4mrb NJ�quNenu mMdor npbceCmreNecY oaunJe1, carte wv x. R, A sgww mnnegemem Plan PreDnrM .Merl .n mrep end comml of mWtwater, ep gceaed tow ntonJ down plow pf e'MDw or Ga xM avt u+C,wmwalar lrenNw"t vawea A 251Pot Bette•anal'or mNwtaJ+rom am nM«contrp4wr.nm Wh In tin. B. In snots. dbw,Carres that J* I. ?waver oodY venter to tne1 rattgene•matM ,NNUd slwtgl 8 Dra hags sbu ubY la eq oiler ontl lruuIX ^raw enJ be tlnmxn Y. stb Jpa hmg eenn e gwbenw meetw MNapMe sed N1-1 g•ountl & MUHh uaad forNmpwery steCi Ration rtM • • I-, •aa,wom.ntmvm:r en ant 3ncnnswtn ran Po9Q%corer 9. loenaure cover N JigwUM gbii In Mvenw et a Me eeoi daturbed apnmuq MNMilixad d - hxvrh dq wNh tMtoVwrng P - T RMbn.1h, 2d houn'atoMcwl end M rwurtn In Ma wrtw O.gUrbM ene w'•h:n 211.- del, gnb'.zauon tenet necaaaary. • Dlqumb atlas thq mleq wdrgain rvnoN axn wnpr,ax bunanume or elan Nit by trenches.' to pMrwgeM iteton, 9n0w or roemuatM romwatl wWaMen linMthickrw• SS Usr nwnawgeUU '1 vtM w:n nwr Nbuts o:np ands tile. Mm cans runt tlMF LD .20 feN wCe tneianm na�Ne -icWnnu vM culnr aeNc 10. Stabilize Soil at Final Grade Wrpg4e: Stets ltngiM- na muknwmwCr ... 8 grad b fi pwvene< wnam.^truc ron wntnuea Pepgrementz Wrthin4gnoureNRnel grM:ngthe eappsetl Boil toe aeaaetlnnd n•,akMd or xverwwtn corer... .Nthtg s r', ,tl r . xnai .+ nµ eeeam+ea mxreemarva:ocxrxmemaxtn.. mar How to comply: Silt sic or gaol t M ton I p a noor es pass Mn pltn wrap.. 1. u VIA n ws,.dv9n need 1. Udnba t rtJ b w rro erd etlwetM vxe ca:u2wa wary? a FgeeM rag ands qt plea, to ow Me A spacrficNbna order Pu s e. -s!ebrorMY ErPosaa Sa'. .?I 4 srce" ��'� „ � �� muem�i wwwxmvm m„I:Hromrsn•re 12. Det,atedng Actwnks Pufp - i umwd from dawn .18 I' ot..a1 urn wrn •ntwr er wh tr.lnn ehn. 8 m AtagUre enK. Watwr Iron eta.•.nY activlUeo Ual Rams cll of tM enngmeVan aMmuNMcbar. WNe,mw[nmbe umD•tl mid qwm sew«s.Iaka•, ter wetaMe unrewthe venter avbar Now to COmPIY Vs ragxcknners or eetl .vent .her bop or OewNarl tgd ncMrgr M+nee rr ppeer dlvnarp vent« nW Ult b w pnc wvm -r atnlbtl It W0.etatM Maxs ewq+rom wq Wye Pa nand to M Mmeat Mtn, the wMerh rtM arfn wHF aecCend nu`fh. ,.., .... w! ,moan «rev m.. .wx.era. 12. Inspect Your Site P p Pa awcilwebern M IIaW Jana rG w hN pNeg is x W ru a ue ty.«w Requir enK pMn Mwpmro nsPecttM Gromleast eras pveryttlasw ..pastor ewryrnmreo rge M .Poi U. g ¢ rs v ..»mc - P+ ram W H rw•P•NNalbaal ♦ N _- - bfeb m +wW.N26 29nr«, utun35 31nM • IN n nrw tqn let vat gene 35 Section •"0'" a•^'• i.mer.w Y N Additional Resources .uluur.ap mMa '•"¢" , pre ant. w DcwM T «.m r,g • awl a FOR PERMIT REVIEW a ..rra.vw-r u..anan. „ e ni r at "'�� d.p � ob n aver.,•• u• .... n. . , .,r � mt r. i "Jx 1 - I �� m,u{h•a vaaeln a n•u5 Vh xtr t Fnr onawmn ns8ercy. spy/ pin .w wa ,,,p,r„W, anf m.,d 'n`^ N ,.ax xy «W. +w, SYmJ,aaryir'wap rwm .,.wrmaa.,a«<"L" VNmmt OewrtntenlN Elrvlrpr t'C •ervatcr, wnM,q giro :on. slnrrnwann srrry gut !03 SfaaN M M Stwat. pu rq D X h Wq yVt0563fi10e eD22d131To 3n7 twWweq.wg'awtmwqur:mn No wmOW le, 10t3 He vise 8uvltling, oC/i,sr yrre h'/on _. Oofe ravhed Onacrpfron Checkee Onre Design MJB Erosion Control Details O¢urupa Drawn SNH ,.^`4A.•• , Checked M✓B :A,P.• PE Ala �� Scale n. t s TWIN BROOK CO T T,4 GE • _ M1r_ No. &W :'t' Date 2avdz a 12L -... ya Nw M e xa-18a'T'$7rb6 Ta,, - ', 1 n ... -,n naper.att --- ---_-_ S` -'15• ham•"!: .` Pro'ect 17162 South Bur/in ton, l/ermant KlITWS d L4NSING Consulting h'rgyirteers, Ails z 164 Vain Street, Colchester, Vermont 05446 r: _ —e I CL 65'-0" Existing Setback- see Krebs & Lansing D � Exist ng �— 7 ETTT i t oI s C� I Site Data o • 2 ., _ J • INFORMATION PLANTING DOLE S OWN ON KREBS & NOTE: THIS IS A CLANS NICATE OGFEROS ON CONTROL SITE PLAN Description size " Q Virginia Rose (Rosa Virginia) 2' spread Flowering Crabapple (Malus baccata) 1.5-2" cal 6 American Elder (Sambucus conadensis)) 3'-4' high 33 Grey Dogwood (Cornus race) 2' high 18 BRAD RABINOWITZ ARCHITECT 200 MAIN STREET BLJRLINGTON, Vermont 05401 802 658 0430 T 802 863 6876 F www.lirtidr�ibinowitzarchitect.com 1 Site 20'-0" design Brook Cottage KffP5 & AN51NG 171?AWNGOR1FORE 0FO510N CON1 OL 17 Twin Brook CT South Burlington, VT ANt2 EX1511% CON171110N5 nAN Permit/ssme A/nueunder 1Q 911; Site Plan S.1 As indicated 11/14/13 z U BRAD RABINOWITZ ARCHITECT 200 MAIN STREET BURLINGTON, Vermont 05401 802 658 0430 T 802 863 6876 F www.liradrkibinowitzarchitect.com j)1First FI 1 /8" = 1'-0" deUin Brook Cottage 17 Twin Brook CT South Burlington, VT Pormillss791=197/ IYovembeil4, First Floor Plan A1.1 NOTE: THIS PLAN IS ISSUED TO SHOW 1/8 114Y OVERLAY OF EXISTING PLAN ONTO THE PROPOSED PLAN 11l07l13 R South 3/32" = 1'-0" )North 3/32" = 1'-0" BRAD RABINOWITZ ARCHITECT 200 MAIN STREET BURLINGTON, Vermont 05401 802 658 0430 T 802 863 6876 F www.br4idriibinowitzarchitect.com detwin Brook Cottage 17 Twin Brook CT South Burlington, VT Max Height gL 129'-5" Second FI 117'-0" _ First FI 107'-9" CEast � 3/32" = 1'-0" SHINGLED ROOFING iMEIAL ROOFING ON LOW SLOPED — — — ROOFS — Max Height _ 129'5" L� i -Existing Structure - - - Second F _First FI 107'-9„ >ement CEDAR SHINGLES 99'-3" r3West 3/32" = 1'-0" APOIAM /SSUe Horramberl� 2013 Exterior Elevations A.2 3/32" = V-0" 11/07/13 BRAD RABINOWITZ ARCHITECT 200 MAIN STREET BURLINGTON, Vermont 05401 802 658 0430 T 802 863 6876 F www.bradrabii-towitzarchitect.com Section 4 3/16" = 1'-0" desi : 'twin Brook Cottage 17 Twin Brook CT South Burlington. VT Max H_ei ht 129'-5" —Loft 125' - 9" Second F� ' 117' - 0" V _ First FI 107' - 9�1 — Average Grade t 104' - 5" _ Basement 99'-3" Permitissae Nouember 14, 2913 ,'dam Schematic Section A.3 NOTE: THIS DRAWING IS ISSUED TO SHOW :3/16"=V-0^ THE OVERALL ROOF HEIGHT OF 25'-0" AS REQUIRED. 3n3 R S m` C I— n Y 0 co m N N N U Qli 0) M 00 O Cl) O N 7 0 ° S,dJlC Q1141111 Green haded Area -- = I - is added footprint CNELSPHA NEW PAVER WALK DRIVE & PA ING / +oo I I 65' = o'- Existing $aback see Krebs &Lansing {7 i t n g qm Grey Shaded Ar Ia i t Fcor HI is Total Roof Overhangs I -- - - - - - } r IQ Site Data • _ • —_ - Barrie. a xrsfii 4 nee ` lu mm PLANTING SCHEDULENOTE: THIS IS A INFORMATION SHOWN ON KREBS &CICATE LANS GFEROS ON CONTROL _- SITE PLAN Description size Q Virginia Rose (Rosa Virginia) 2' spread 35 Flowering Crabapple (Malus baccata) 1.5-2" cal 6 American Elder (Sambucus conadensis)) 3'-4' high 33 Grey Dogwood (Cornus race) 2' high 18 BRAD RABINOWITZ ARCHITECT 200 MAIN STREET BURLINGTON, Vermont 05401 802 658 0430 T 802 863 6876 F www.bradrabinowitzarchitect.com Sit DATA for House Reconstruction EXISTING BUILDING FOOTPRINT...........................1,376 sf ALLOWABLE ADDITION = 50% = 688 sf = 2,064 sf PROPOSED TOTAL FOOTPRINT..................................2,056 sf EXISTING TOTAL ROOF OVERHANG ......................1,747 sf ALLOWABLE ADDITION = 50%= 874 sf = 2,620 sf PROPOSED TOTAL OVERHANG...................................2,493 sf de Uin Brook Cottage THIS pI.AN 15 I12 1JWPEC N COOt ON TIONOF & REVIEW OF 5E THE I'I?OPOSEi7 �ECONST�IJC110N OE THE NOUSE, SEE K [35 & I AN5ING 1NAWWG5 POP R051ON COMOL 17 Twin Brook CT South Burlington, VT AN17 M5TIN6 CON12111ON5 PLAN J 'r1 t NOV 1 5 2013 POMWIssuB City of So. Surlincgt IVYFONber 14 2013 Site Plan S. As indicated 1'1/'Id/13 f LX BRAD RABINOWITZ ARCHITECT 200 MAIN STREET BURLINGTON, Vermont 05401 802 658 0430 T 802 863 6876 F www. bradrabino wi tzarchi tec t. com deUin Brook Cottage 17 Twin Brook CT South Burlington, VT First FI NOV 15 2013 City of So. Budington IMAJperAMUSSM ember 14, 201� First Floor Plan A1.1 NOTE: THIS PLAN IS ISSUED TO SHOW OVERLAY OF EXISTING PLAN ONTO THE PROPOSED PLAN 11/07/13 I•; n South C41 North 3132" = 1'-0" BRAD RABINOWITZ ARCHITECT 200 MAIN STREET BURLINGTON, Vermont 05401 802 658 0430 T 802 863 6876 F www. brad rabinowi tzarchi tect.com desi : 'twin Brook Cottage 17 Twin Brook CT South Burlington, VT 99'-3" HINGLED OOFING CEDAR SHINGLES n West 3/32" = 1'-0" 4L ROOFING OW SLOPED FS Max Height A� 129' - 55" F Structure Second F_ _ I__�� fl 117' - 00"" -a' First FI NOV 15 2013 Bud ington i' Permit/ss�e %November 14, 28 Exterior Elevations A.2 3/32" = 1'-0" 11/07/13 z L -------- i � lI �� ■■ ONION I O � i BRAD RABINOWITZ ARCHITECT 200 MAIN STREET BLiRLINGTON, Vennont 05401 802 658 0430 T 802 863 6876 F www.brtidrabinowitztirchitect.com desi n: 'win Brook Cottage 17 Twin Brook CT South Burlington, VT a w — _ MaxH_ei hg t � 129'-5" a w — — — _ loft 125'-9" 0 — Second FI t1 117'-0" J Schematic Section A.3 NOTE: THIS DRAWING IS ISSUED TO SHOW ins r-0° THE OVERALL ROOF HEIGHT OF 26-0" AS REQUIRED. I1/13n3 i 0 �a southerCF TY_ PLANNING & ZONING February 19, 2015 Re: #CU-14-11 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) mnnthc If you have any questions, please contact me. Sincerely, 1 � R ymond J. Belair Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7010 0290 0000 2215 6515 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Permit # 4 - (office use nly) CONDITIONAL USE / VARIANCE / MISCELLANEOUS APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): [�equest for a conditional use ❑ Request for a variance ❑ Other 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone & fax #): RR Charlebois, 56 South Street, Burlington, VT 05401, 802-655-5040 2) LOCATION OF LAST RECORDED DEED (book & page #) 3) APPLICANT (name, mailing address, phone, fax #) Brad Rabinowitz, 200 Main Street, Burlington, VT 05401, 802-658-0430, 802-863-6876 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax #, if different from above): a. Contact e-mail address: brad@bradrabinowitzarchitect.com 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 5) PROJECT STREET ADDRESS: 17 Twinbrook Court, South Burlington, VT 05403 6) TAX PARCEL ID #: 1730-000017 7) PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Proposed landscaping changes to already approved project b. Existing Uses on Property (including description and size of each separate use): Residential c. Proposed Uses on Property (include description and size of each new use and existing uses to remain): Residential d. Total building square footage on property (proposed buildings & existing building to remain): N/A e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): N/A f. Number of residential Units (if applicable, new units & existing units to remain): N/A g. Number of employees & company vehicles (existing & proposed, note office vs. non -office employees): N/A h. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): Conditional Use / Variance / Miscellaneous Application, Form. Rev. 12-2011 S) LOT COVERAGE a. Total parcel size: b. Buildings 23,423 Sq. Ft. Existing 8.8 Proposed 88 _% / 2,056 Sq. Ft / 2,056 Sq. Ft. c. Overall impervious coverage (building, parking, outside storage, etc) Existing 10.7 % / 2,507 Sq. Ft. Proposed 16.5 % / 3,865 Sq. Ft. d. Front yard impervious coverage (building, parking, outside storage, etc) Existing 2.7 % / 639 Sq. Ft. Proposed 2.7 % / 639 Sq. Ft. e. Total area to be disturbed during construction: 11,000 Sq. Ft. * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a. Building (including interior renovations): $ N/A b. Landscaping i, : 111f c. Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC: a. P.M. Peak hour for entire property (in and out): 11) PEAK HOURS OF OPERATION 12) PEAK DAYS OF OPERATION 13) ESTIMATED PROJECT COMPLETION DATE July 2015 14) PLANS AND FEE Plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the plans must be subs fitted. A subdivision application fee shall be paid to the City at the time Affi 3 Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2011 of submitting the application. See the City fee schedule for details. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. R Chad6bois SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: (� /06 Iq I have reviewed this application and find it to be: EKKOMPLETE ❑ Incomplete The applicant or permittee retains the obligation to identify, apply, for, and obtain relevant state permits ,for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2011 40r'%e .:VERMONT Vermont Department of Environmental Conservation Watershed Management Division i National Life Drive, Main 2 Montpelier VT 05620-3522 DETERMINATION REQUEST: DECISION #83 Landowner: R.R. Charlebois 56 South Street Burlington, VT 05401 Agency of Natural Resources [phone] 802-828-1535 [fax] 802-828-1544 Parcel Information: 17 Twin Brook Court South Burlington, VT 05403 SPAN: 600-188-11190 Waterbody: Lake Champlain Application Preparer: Mike Burke, P.E., Krebs & Lansing Consulting Engineers, Inc. February 17, 2015 RE: Lake Champlain, Driveway Relocation for Existing Residence Pervious Paver Design for Relocated Driveway Area On February 13, 2015, a Shoreland Jurisdictional Determination Form was received by the Watershed Management Division, Lakes & Ponds Management and Protection Program (Lakes & Ponds). Based on the information provided, and as maintained in our files, Lakes & Ponds has determined that the proposed project, consisting of the relocation of a driveway at an existing residence, with relocated areas consisting of a pervious paver design, does not require a Shoreland Permit or Registration. The driveway relocation project as proposed does not involve the creation of impervious surfaces or cleared area outside of the previously locally permitted footprint and therefore would not require a shoreland permit under § 1443 and would not require a shoreland registration under § 1446. This determination applies only to the proposed project identified by the landowner on the Shoreland Jurisdictional Determination Form and supporting information provided. Any new cleared area or impervious surface not referenced in the information provided may require a shoreland permit or registration. Visit the Shoreland Permitting webpage for additional information: http://www.watershedmanagement.vt.gov/permits/htMIpm shoreland.htm. Please be advised that the failure to obtain appropriate permit and/or registration coverage can lead to enforcement action by the Department of Environmental Conservation. Nothing in this notification is intended to relieve one of their responsibility to comply with all applicable state, federal, or local regulatory requirements. Best Regards, Digitally signed by Kevin Burke Date: 2015.02.17 09:40:57-05'00' By: Adobe Acrobat version: 1 1.0.9 Kevin Burke, Environmental Analyst Lakes & Ponds Management and Protection Program Watershed Management Division To preserve, enhance, restore, and conserve Vermont's natural resources, and protect human health, for the benefit of this and future generations. 4W, fir�d I y—nO U,� 9 r.eabl vers rental 11=420.0" ,tormPave (background photo) is designed for a oermeable clay pavement system that will meet ADA urface opening requirements (<112") for a smooth accessible surface. Use in public areas where onsite etention/infiltration is mandated or desired. ,ed and red full ranae in stock. Call for other colors. RainPave (background photo' n bacis a rumbled umbled paver to give the look of historic clay pavements while offering void area for ample water infiltration. Ideal for residential applications where impervious W, restrictions apply. Red and red full range in stock. --7"Call for other colors. Ix,-7777 ., 'where impervious surface restrictions exI r tv sere onsite s I Y. ' ►�,y kt ' retention/ infil tin is mandated. "NO High .; WN installed in a "best practice" permeable pavement system: Post -construction tests at " r University of Pennsylvania reveal + infiltration rate of 720"/ hour 4 > (8.50,' void area). System may help qualify for LEED � .-> " Credit 6 Sustainable Site - ,,,, Stormwater Design t StormPave and RainPave are available in 21/4" x 4" x 8" N pedestrian & light vehicular size �r mac, (ASTM C902) and 2 V4" x 4" x 8" heavy vehicular size (ASTM C1272). PERMEABLE PAVEMENT CROSS,SECTION. VOID FILL1/4" JOINTS ASTMD448=#89 2" BERDINGaw, au� ,'a ':, ;? D448489 4BASE `. 2" bedding course: RainPave/StormPave #89 Aggregate In openings Curb/Edge ASTM 0445- h57 CONCRETE 1/4" - 3/8" washed 2-1/4" or 2-3/4" thick washed fractured and restraint with 4` ''' CURB fractured as per specifications open -graded : t------.- cut-outs for y {F ASTMB-Bns-MIN , open -graded , overflow rMh.ASTM D44 2 8# stone #89 y drainage c a o AlR,RUN OFFa99re ate x p S o et9 o o, e 4 base course. �o ` SUB -GRADE i �_ � e•"� 3/4'washed fractured_ open -graded stone X`� 4' perforated #57 aggregate pip e ., � 12" sub -base course: _ Subgrade Certification Categories 1.112' - 3" cleaned zero slope fractured, for Pavers open -graded stone PV33 Commercial Installation #2 aggregate Heat_Island Ef feet Five colors: Accent Gray, Buff, Red, Rose and Siesta with SRI values above 29 1"-1-112" bedding course: ` Washed fractured and RainPave/Storm Pave Recyled Content 1/ 4" - 3/8' washed open -graded stone 2-114" or 2-3/4" thick Two colors with pre -consumer recycled content: fractured open -graded #89 aggregate as per specifications Siesta with 540% Rose with 53% stone #89 -- r - Curb/Edge restraint rth aggregate m , o , m - cut-outs for Regional Materials e � c °o+ckg'� o overflow Base course: 0 t�o o o �0 00 0° 0 0 M depth as spec ified '°r�° °- gar o v 0 ° o o drainage 3/4" washed _ fractured 8"-12' dense t � - aggregate graded ope: r-graded stone - #57 aggregate rat.' Subgrade : =' PV32 Residential Installation zero slope CAD details available at wwv+,.claypaver.corn Visit our blog www.pathwaycafe.com x: \w\\ .-.,09. �.O to" PVC SLR AmpNotire Soeaes en eei�hees .':. ...... b Use20 Vbrmonf Notice ••••. ..... . e efohon o ooe with Informal � FEB 1 2 2015 Um J5 c eAa^9 .L^W' R o.s ex4Nq b�p //�� P r u !%unlaer••s ha uon ta/4) .� nedge 1 1; / . ( ` . �• �._.h - ,� �' t.... 5 planted 3' ac wiM ID \T�`„ L [ono govq 1 d spreads RVJerw I �4v;. American A/borafae Planted �� ed f `�--� 'A—.inotNy 5 itw > b ��o Bo. Burlingtonllhigh,' '1 existing f/1II , : 4•-3• r'^ '. ��/ � , •- � �`oxunore lxohw, oI x City , 1 ; 1 "r.a access eosew.ent fn nf Vonei h - Presergt /0' hee t I •..........• . ch.M.O— Moo Slide NOt'Ve Species ex46ap keep1 `-- . • :: ! '' 118, Rat of Subovws;o . 1 on1 Nohw �\ 10'sltle T o Conshucl;a; U.. B k.c Amencon Elder anted `., r��-� — _'-Y �-� � � 1, •' " rynvaxmo/Ny 3 It on Vy/ A�) "._ center. J'-4' n;qn B d• B \ � _ StawJ;M I e- Location MOD p — •� /� e `• Y� 7� ,� � -' 1 1 /- .e n -WiU q cede- Not to scale N~ � awe __. 1 \ / IF Legend SOWObini Traver oint \ --' • New , } - o Iron pipe - found ' O House /j x1001' Spot elevation i ( FF a 1075' > NSW MN10U5 CLAY Property line Ri tit of wo — FAVFI? WKWAY I / p y / 9 y x �: wxt tot s • y 79 Existing ground contour xis Tree !n o gross C N � E 'ling gra d o t ..J J Existing T L' e Ede mowed a,a Lake Chomploin Shorelinef 6/29/ll e1ev.aa' Eiev nail %^t -ehP Overhead utility e e 4 ��V1 ��• _ 1U0'to \\ — .. \\\ `CLrrme or ChQ[/ is uhrity `- s Approximate location existing sewer line -wtmq ororhang `. \ Pae /y Dar ' �1oe� — —use— — Finish ground contour Ex4t;nq t..admq to be coxed %Q✓� t5pfrom , Eove overhang Nb•s' �� Sa °v't�r \ o o Silt fence erosion control with barrier top yegetoted rip rap --- Stone Um 14 111- w:9;no RPse !Rosa o-nD.n1b-11Uen�3e0rv—e nra�iinx9a,1tio./44 -O`1 Barrier fenc e planted ggvoxxnofMy 3 ff '�1 j of .w; �10'F3, "'�!i �- / '" plentea J' ac w;M 18" s0' from stt m Cl 1'0 - Footprint of new residence ApproximaN M CMte/ of base Ot rjD rqa 1 /l,. /7 snarenne of tsoe. gee 2 1t. wreod t �- 1 .one 29, 20JI — -_ \ .f ��r' 'ate ex.�t�9 Permitted Impervious paved \ �033'. Instae I \„ Ot /once and i , - to i ._ burr o4nce _ - � _.------_ Ors' _ 107 kg sidewalk (2300 sf.) d2 _-100 9 JO5 envious cloy paver -- New n �_ - drivewo and walk. 2584 sf. 1— live erisfinq - ' y / tree bne _._... Y-Y - 1 \ / 00' 41der �r INotes —' 1. Elevations are based on USG5 datum of NA VD 19BB. The topographic conditions shown on this plan are based on a ' topographic survey performed by Krebs & Lonsing on June JO,, 2011. 2 this /'s not o boundary surrey Approximate property lines ore based on Tax Mops from the Town of South Burlington. J fie underground utilities shown on this plan are based on visible utilities located during o topographic survey performed by Krebs & Lansing on June 28 & 29, 2011. This survey was done without the benefit of dig safe markings. Underground utilities are approximate and not warranted to be exact or complete. Dig Safe shot/ be contacted prior to any excavation. New T..... (567 sfe)vous asphalt Notive totion of Slope wiflr \.`.,..�. ' 99_... yotire Species -. _— .-- —ice -. Use 71 V--1 Nat'" -�--_. _'.;� There is no new impervious American Elder p/ twd groxxwoMly 5 ff. c4ntw.. J•-4'high 6=B. --.. surface proposed outside the / N/F permitted driveway footprint. / R'qa e, 1m< assumed GorCIO ._..�_._.-Approx;mole ewrfe" /iy Q fo be dwnq cmtr tine 8oreett fbaai --" '_ vv /�. gof st—M not ven%ed caries -refer to plan SCALE: 1 " — 20' 70' 40 Pine Hall brick Stormpom 114" - J/B„ washed, 1/2„ O' 20 6 2-31.4 !hick - fractured, open graded 6" Em rod%us 1 99r o9ats in openings rod'us �D D ?" bedding - �" - �/e" washed froclured, open -graded stone — �a tv 4" base - J/h" washed fractured open -graded stone „ Flush concrete 0 D curb edge sub-boss19�c,,, fractured, open - oded stone 4 Q 0 I E Permeable Paver Cross Section Detail ,Y -s ,\NS tOV7 VC For Permit Review 12, 2015 concrete sidewalk rep/aced with pervious povers ray From: Brad Rabinowitz <brad@ BRADRABINOWITZARCHITECT.COM> Sent: Thursday, February 12, 2015 11:29 AM To: Dan Albrecht; ray Cc: mike.burke@krebsandlansing.com; Cynthia Knauf; Ron Charlebois; Rosie Harris Subject: 17 Twin Brook Court- Updated Drawings Attachments: S-1 SITE PLAN Revision- Feb 12.pdf, W-3 Proposed Clay Paver Driveway -Feb 12.pdf, L1.1 Twin Brook Site Plan 24X36.pdf; Kevin Burke e-mail.pdf Dan Attached is the updated information regarding 17 Twin Brook Court. It has taken some time to coordinate with the state regarding the Shore land issues as administered by Lakes and Ponds. At this time we believe that we have addressed their concerns as well. Please note: 1. The issue that was raised at the previous DRB meeting was focused on possible conflicts with the new Shore land Regulations. In particular there was concern that there could be a conflict if there was a DRB approval for something that was not acceptable to the State. 2. In review with the Shore land regulations, the single issue was the possible expanded lot coverage beyond the already approved areas. There are 2 related issues that the state has noted (Kevin Burke of Lakes and Ponds): a. Any expansion of impervious material outside the areas already approved [by South Burlington DRB] would require a permit. b. The Shore land review would accept pervious paving as pervious and not be counted towards additional lot coverage. c. Based on the 2 above points, there are no expanded areas of impervious material outside the currently approved areas. (This is indicated on sheet W-3). Further all expanded coverage is now pervious materials- including most of the area within the original approval. d. Attached is an e-mail from Kevin Burke outlining what he sees as the options and, following his recommendations (1) and (2), no permit is required. 3. Please note that the lot coverage, as calculated by South Burlington has increased from 25.27% to 27% with this current revision. a. Also note that the application as filed did list the correct lot coverage at that time of 25.27% but had an error on the application form in that the coverage for all items was actually just for the site items. The total coverage was correct on the drawings submitted at that time. (The actual coverage as noted in the "Finding of Facts" was also correct at 25.27%.) b. The increased lot coverage from 25.27% to 27% was a product of going from typical impervious paving to pervious clay pavers and the related details. Please let me know if you need any further information at this time. We apologize for the delay in getting this updated material to you. Attachments: S.1 Site Plan This is revised to show the hardscape that is the expanded are of the drive and parking. Note that updated coverage data is shown on this sheet. W-3 Clay Pavers This shows the area of clay pavers as well as the construction detail required for the permeable pavers. L1.1 Landscape Plan This is the previously submitted landscape plan. No changes were made to the planting layout or materials from the last submittal. E-Mail A copy of the e-mail from Kevin Burke is attached as that was part of the discussion with the State as regards the need to file for a Shoreline Permit. This letter notes that, subject t the course we have followed, no permit is required. Thanks, Brad BRAD RABINOWITZ ARCHITECT 200 Main Street Burlington, Vermont 05401 802 658 0430T 863 6876 F www.bradrabinowitzarchitect.com New concrete landscape curbing, 8" maximum reveal. To reinforce $a grass lined swale. S� Sx Reveaetatian of Slope with Nor 15 15 Soecies Use c aping ptnipw (/un piperus hwi looted J' ac withiffi 18" Use B ✓ermpn! Npli,e Amenoron E/ ed /I ci center. 3'-4' B & n se q tree 1/ 1 r 1 3 1- " tr ee //\J\ tree to be remove) 1 I I t IUse 1 Yermonr Native ✓rginro Ros (Rosa ✓wgm/aJ � anted roximolNy Srn ( Approranafe I enter o Dase 1 /p ap 1Cho'nptph(oke slope M 9 Px !t. B& B. 1 a.ne 29. 2Dail II New seat wall (Design by Others) 1 � 110E 1 5 dead trees to 1 be removed I I III /-1 Genera/ Notes 1. Elevations are based on U.S. G.S. datum of NAVD 198E The topographic conditions shown on this plan ore based on c topographic survey performed by Krebs & Lansing on June J0, 2011. 2 This is not a boundary survey. Approximate property fines are based on Tax Mops from the Town of South Burlington. 3 The underground utilities shown on this plan are based on visible utilities located during o topographic survey performed by Krebs & Lansing on June 28 & 29, 2011. This survey was done without the benefit of dig safe markings. Underground utilities ore approximate and not warranted to be exact or complete. Dig Safe shall be contacted prior to any excavation. ''i urvr;ry Pavement Pde� IVIF a Prex— Geske #\ i I sehnq cede Existing III evoeng rprorimalNy 5 fr an ref, 3' 4' h�yA B & B. P upe. y ii d too be 0 ine Ireom ed 1. P eserve inq NeeJ�e—/r�.grdi silt lance and\ borrrel fence pow o Norive c acres I � � _� Use 30 cr ep;nq juniper (tvnPwus hwizonrdl J 4 _� planted 3n c, with IB" � N� Preoez Gorcia Ppra.N Notes 1. Proposed Londscoping shown for illustrative purposes only. Refer to Planting Plan prepared by Cynthio Knoui Landscape Designer. f0" PIK' SLR CwdsEapinq Ded// / oc ess/eosemmfl/o/ vl �rne caner,, of Charlabors. Mop slide IIB P/ol of SuDdiWsion. irony Cons)ruction, /n Sfabdzied Conseruerion Enfronn Location Mop Not ro scde Prexe,,.e e,-:ring ceder Legend nedye N/F -- Traverse point Sawobini p Iron pipe — found x100.1' Spot elevation — — — Property line/Right of Way �— ve � Exr'sting ground contour \ \ LM.MJ.J Exl'sting Tree Line / Edge of mowed gross \ — — — — — Lake Champlain Shoreline 6129111 Overhead utility +edgeeCnI s Approximate location existing sewer line Approximate drainage way fJ\ \ - --- — —- Finish ground contour Footprint of new residence 2014 �n Eave overhang t \ Sewer New paved driveway Manhole \ Rim Elewrron p p Silt fence eros,on control with oorrier tope Z 7J' Barrier fence _ New paver walk and potio "—j City of So. Eve. 20' LO' Bar Scg/e = fa• December 31, 2011 and / o De removed and /anvscape cwDing November >1, 2013 FeDruwy .`�, 20IJ Revise Cu✓dmg, o sr S'le Plon / shi/te0, /e M✓B 2/5/211J December 21, 2o12 DUNBNiq but "i", a uved our u/ strewn setevck MJB 12/21/2012 Date re Nsed I Descr/pt;vn Checked Dote For Permit Review Design M✓B Site and Erosion Control Plan Drawn '_. oy Checked hiJB _ 4Ar`gL Sage =1a -- TWIN BROOK COTTAGE "+�� M• � Date October B 101 '+ Pro' ct 11162 17 Twin Brook Court South Buringron, ✓afroo nt IfItBbS & LANSINC Consulting �'ngineers, Jne. 164 Main Street, Colchester, Vermont 05446 r BRAD RABINOWITz ARCHITECT Architecture Space Planning Interior Design JOB MEMO: 17 Twin Brook Court RE: Permit Submittal DATE: November 13, 2014 TO: Ray Belair FROM: Brad Rabinowitz Attached is a package to address proposed site and landscape issues for the already approved project at 17 Twin Brook Court. Overview: There are currently 2 approved permits for this project: 1. The site plan including grading and erosion control as per Krebs & Lansing plan C.1 dated October 8, 2012 and revised February 5, 2013. a. Note that the erosion control and project limits remain unchanged from this original submittal. b. The current proposal enhances the landscape of this original approval as noted below. 2. The building plan was revised and submitted for review and a permit issued on February 21, 2014. a. A revised C.1 dated November 14, 2013 was submitted as part of this approval process b. Note that the landscaping and grading plan for this revised project remained unchanged from the original approval. 3. The current application is to address the height of the approved wall and rip rap as well as to amend the approved landscaping- as discussed below. Proposed Landscaping Changes: 1. Basically all of the proposed (and permitted) planting materials remain as originally approved — with several substitutions. 2. South of the house, within the stream buffer, as per the original permit, the bank is to be restored and re -vegetated with native species. a. To add a more natural approach, rather than a single species of 14 American Elder, the proposal is for 6 American Elder and for 8 Winterberry for the same total of 14. 200 Main Street Burlington, Vermont 05401 (802) 658- 04 3 0, Fax (802) 863- 6876 www.bradrabinowitzarchitect.coni Twin Brook Permit-1113-14 1 Twin Brook Permit-1113-14, Page 2 3. North of the house, the same approach is taken to add more diversity in the planting. a. Rather than 8 American Elder, the current plan shows 4 Elder and 4 Wi nterberry. b. As with the south side, the creeping juniper remains as permitted. c. On the north side, Cinnamon ferns have been added. 4. A vegetated rip -rap is part of the approved plan for the "sea-wall" at the west side of the patio area. a. The approved plan notes 14 Virginia Rose. The current submittal changes these to 20 low bush blueberries in the same rip rap. Additional Landscaping: 1. There are currently 2 large trees west of the house, near the north property line - both within the flood plan. (Photos are attached.) a. The eastern most of these 2 trees (believed to be cottonwoods) is leaning precariously towards the new house and has already dropped limbs. The current permit request is to remove this tree and provide a replacement as discussed below. 2. Within the flood plan on the southern side of the property there are several (4) small, dead trees- each about 3" — 5" caliper. a. The intention is to replace these dead trees as noted below. 3. Added Trees: To replace the dead and leaning trees that are at about elevation 99, 2 trees are proposed- both at about elevation 102.103. a. On the south side a Red Maple is proposed. b. On the north side and American Hornbeam is proposed. Proposed Wall Change: 1. The current plan shows wall at the edge of the patio with the top of wall noted as 105.5'. The patio is basically flush with this top of wall. 2. The proposed changed is to leave the patio as approved, but to have the top of the wall at 107' in place of 105.5'. Driveway Revision: 1. The driveway layout has been revised, staying within the setbacks. This is shown on sheet S.1. Note that the total coverage is noted as 25.27% Drawings Attached: C.1 Site/Erosion Control dated February 5, 2013 C.1 Site/Erosion Control dated November 14, 2013 L1.1 Planting Plan dated November 7 2014. (11x17 version submitted as well.) S.1 Site Plan dated November 5, 2014 cc Ron Charlebois Mike Burke PLANT SCHEDULE FOR TWIN BROOK COTTAGE BOTANICAL / COMMON NAME QTY / SIZE AT PLANTING TREES AR Acer rubrum / Red Maple 1 / 21/2-Y cal. CC Carpinus caroliniana / American Hornbeam 1 / 2-2'/2" cal. TO Thuja occidentalis 'Emerald Green' / Arborvitae 20 / 4-5' hgt. SHRUBS IV Ilex verticillata'Berry Heavy' / Female Winterberry 10 / 34 hgt. IV Ilex verticillata'Jim Dandy' / Male Pollinator Winterberry 2 / 2-3' hgt. SC Sambucus canadensis / American Elderberry 10 / 5g VA Vaccinium angustifolium / Lowbush Blueberry 20 / 1 g GROUNDCOVER AP Andromeda polifolia 'Breton Blue' / Bog Rosemary 9 / 3g J Juniperus horizontalis / Groundcover Juniper 9 / 2g OC Osmunda cinnamomea / Cinnamon Fern 25 HARDSCAPE NOTES A. PATIO AND RAMP Dry laid bluestone pavers over 12" of drainage stone foundation. B. STONE SEAT WALL Dry laid local stone wall, 18" high for seating at patio. C. BOULDER RIP -RAP BANK Bank stabilization and erosion control with local boulders interspersed throughout bank. Fill plant pockets with native lowbush blueberry. D. STEPPING STONE PATH Local field stone path through drifts of fern. N4 4 0 10 20 40 SCALE: 1" = 20' O OWNERSHIP AND COPYRIGHT STATEMENT OF CYNTHIA KNAUF CYNTHIA KNAUF •,�. A N D S C A P E ')FsiGN INC 215 Cokge &1 e 1 I 1—ck 2C 6uinjlm Vermont 05C I ::enMgS;::Jnnva<ncu'.cam +)�.SSS.USSY _nin�c�tiiw�.�w� _A NC 110N 51JS I Al N A 311l?Y CO L LASO R A'`IQ N (25) OC (4)IV (4) SC (1) CC (10) VA,� LOW BUSH BLUEBERRY PLANTED IN SOIL POCKETS OF RIP RAP TYPE IV RIP RAP SLOPE DRY -LAID STONE T.O. SEAT WALL SEAT WALL 107.0' 105.5' (STONE PATIO ` -7F Y (4-5) DEAD TREES TO BE REMOVED D (20) TO Ile J ._• nh py s' Z 21 Qo¢S c � 1 - y 12 loss• Pr FNet Flom El. 1197•J'� /�., �oaa r 4 C7 i r (9) AP ( > 9 J (8)IV (6) SC EXISTING DRAINAGE FABRIC BEACH UNDER COMPACTED STONE FILL TYPICAL VEGETATED RIP -RAP SLOPE AND SEAT WALL AT PATIO NTS 'E DESIGN, INC. TWIN BROOK COTTAGE PLANTING PLAN 11.13.14 TWIN BROOK COURT, SOUTH BURLINGTON, VT NOV 18 2014 CEO! I So. Burlington SCALE: 1 "=20'-011 14 E IS i V 41 W J 1 BRAD RABINOWrrZ ARCHITECT Design: 8022655880430 TEET BURLINOTON, VE ... anWYOF TWIN BROOK COTTAGE .vww.bradnEinow�erchitea.com SOUTH BURLINGTON, VER Nev/s/017ISMS EXISTING BUILDING FOOTPRINT .......................1.376 sf TOTAL PROPOSED BUILDING..... ........................ 2.056 SF = 8.8% ALLOWABLE ADDITION = 50%= 888 W 2,064 mu foofpriN TOTAL PROPOSED PARKING, ETC....3,885 SF PROPOSED TOTAL FOOTPRINT ........... ......... ......2,056 sf BUILDING • SITE COVERAGE ............................. 5,821 SF = 25,27% EXISTING TOTAL ROOF OVERHANG .................. 1,747 A ALLOWABLE ADDITION = 50%= 874 M 2,621 m oven g PROPOSED TOTAL OVERHANG .........................2.403 W TOTAL SITE AREA— ........................... . ...... . ....... 23,423 of DRAWING TITLE- DATE REvtl110N Site Plan % r , 201 7021A4 IDN S.1 r 1023.14 REVISION 11.5.11 REVISION Asj�(SQ 1ro13 y _ , Burlington l Notes urmr Pa vement Pole 7, Elevations are based on U.SGS. datum of NA 1968 The topographic conditions shown on this plan are based on a N/F eraser» topographic survey performed by Krebs & Lansing on June Gesket"'p J0, 2011. \ i Existing / 2 This is not o boundary survey Approximate property lines �i1O^g f are bored on Tax Mops from the Town of South - Burlington. ''`" \\�-mror:smggo• NJ£ J. The underground utilities shown on this plan are based on macro v, p visible utilities located during o topographic survey R f yQg with exlarag Hess !g performed by Krebs & Coning on June 28 & 29, 2071. Native Species This survey was done without the benefit of dig safe use /s erlmmg j, mar R area Harr markings Underground utilities are approximate and not pN"e„od J. a�1On�'� heap l r 1-Hedog. �_-;__\ Ex. rorot ten /a with JB� Us 20 ✓e t Noti» Dili P/^9 warranted to be exact or complete. Dig Safe shall be .xorend:. P ro - A erKon Ab wtocPtavw _ contacted prior to any excovotion. exsDng Dee oPPrax;,narNy s _ -- \ o f.. Ymter, I' 3'hgn - .�. � 1�I �\ Appronmotswmantf� of RwpDetohon of 5/aoe with __._._._._. �, Pnsar» a _I ,0�• .wo-+'`�' -1 _ �0� __ -rl 1 \\r on�osf u P 5tix Native serer w.8tinp nedg , ' , `.. I 01 � / _I � 'oy V ne, Ptat of Sraddemn. use B ✓xmant Non» r M _ _ _ / � � -�' l l J �� krona Canstrucfwn, mc. appx Ame�icon Elder P�onrsdn f 11 rm 7Ny 5 N \1 -7 cent 3' l• hph B R B ex Nng De / i t' _ __ - - ' J " -�' �..,� �'' I 1 her I �" - - - Crereian IIGak'n97Lmp New Pawr wdk \\ I I1 / � \+ `` ' "'Pissarro esisl�ng cMor hedge 41 7BM 1 NIF � l- 101 P- 4 1 N F I Sawobini 1� F/ b=Ia14B' - - '�-- t I Uoor 3/N= /0731'x / � 15' w`QChor/ebois �7� � zp � I k New /, 1 rnnrre �I' - - F 1075' \ / 7 _ x -- ZRAW A? gg \ Ha 60d rt in PP \E, N, Iimg Burrmhg to be razed -�'05 I------ _- __`' �, _%7e eaefotlon fS/We With - _ _ __ _ y�__ 'leV 0Y Vse /I V moat NPt ro _--- I UI. JD —Pmg -01 -. \ wrgrnro Ross (Rosa Y 9mloJ ` i ! - ('s penis nonzontoAsf I I , Approsmofe I p/onled loxrmolefy 5 fir. `` i ' ' i - �C - I S1onfes J' o c. with IB" 50' from StI— CL m center of base of r' r / I o/ Wa'/ I05 y' c / d . 1 sh-Ik'. of take sbpe m gbPI 2 ft.spread i,� CAomplod+ on B tr B. ' Jme 2g, P011 -" '4Z /A's/03.5• -,�... -103ftg \� — m I rIf l ce mod_ amnencmg a y e i Elevnt%a+ _-._. _-Meserro ex/stmg 3101.77' - __ \ bee hne ( i �Revepetot,o, of .Stone with Native Soeries �� `M1 \ Amok- Elder p _. oppfoxrmofNy 5 ff. a'enrer. Y- rgn B s e \ y.• - 'Y� \ Gcrcto nd .y b sbIt dung center line 80.-NeR Brook \ %-' aorrr not rorrYied Locotion Mop Not la seas L eaend 1' Traverse palm 0 Iron pipe - found x100.1' Spot elevation - - Property l/ne/Right of Way rxs `\. Existthg ground contour l.J.�I.MJ`J Existing Tree Line / Edge of mowed gross - •-^-••— Lake Champlain Shoreline 6129111 - -- ohP---- Overhead utility Approximate location existing sewer line Approximate drainage way ---az9---- Finish ground contour Footprint of proposed new residence Eove overhang New Paved Driveway o-- SW fence erosion control with barrier lope Barrier fence New Paver Wolk U' 10' 20' 60' RECEIVED BGr SCC16 I"=10' NOV 18 2014 For Permit Review No romber K 101J Pe _ 5, 20IJ Rise bvltdmg, adir+, Site I,— waD alike,, legend note MJ'J 2/5 IJ Oecenrber 11, 2011 ar, Du,Iderg / f grin 'red mover/ of stream seJ6ack MJ(3 12 )l/2pl? C - of So. Burlington note re _.ed ca,a,�non Design MJB Site/Londscoping/Erosion Control Plan a ® Drawn SPIH Checked .d56 b ( . �� ` Scale 1' =10 TWIN BROOK CO TTA GE *: T No. 3a6o •� ncr Date ore Io11 Pro'ecl 41162 1 17 Twin Brook Court South B✓Ninyton, vermonl r r L XRE'BS' & L4,4SleYC Consulting tpgzgeneers, lnc. C, -- 164 !Hawn Street, Colchester, Ver7non! OrS446' w .,. ,•pi 4� .��`.� ` s y} � 'R#, +tip ,y[ y. •�='r .'�•"- a r IL } mot, ' `" +s �y ' . a f" � 7 O e� •. y, • . r- � /�r tip" H hi lt�'rr f�M ,�'+♦'� v�:r- �:` +r'- ..� �-01 OP ♦* „ yrw i...1 �.,/r�9R � -f�, S� � ll:I�' � • .-�• `�w' � \7 _ /r t • - `�,� •� j..r��, if Af ! �$�:" ♦ J:. Say►- � f '-3> A+��/ . 41 YWI AL At i rr _ • x ..L '�•' � r.='�a '�-,�,• Syr s s•' ,'• ��.t' f y J r•' �.s'��, ♦ t ,l y f `. �, f''II•y �J• J � ,. I'r, �: ' .� i- � ' a� • i ,fit' �.• y �t ti'% j p �T'1 4 `+" 'hf I' . • •" Nil ` .. rid , a, •M+ 7 } 4 �. `,. • ^ r ', ,. 49 • 7 ,fix .� ♦♦ pp��tP b«: fT t, �..+"Y k/ ". ,.. •' ,_ .. 1 :� a .%i • �` .e:, *y+i}'r'�d ' �� f �"� �� A y,a..G may. Y.pt.j.• 1 y � • g - , g L. " _,h �A 4"Y',,p �'yA,(^ d-."�•+l !f',� •, f `� i�•`K d F.. !b , rF f I w. +� ry • � ; Y 4 , • Y 1 S. Ow ow f ,Y �!� i{ '* (r!•4`_• ,,yypp�"1 is j{ .pt 0.•AAY�y, ". W n f�MC r E CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 16th day of December, 2014, a copy of the foregoing public notice for Conditional Use Permit Application #CU-14-11 was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: MICHAELIDES DEMETRIOS & ALEXAN 3 TWIN BROOK CT SAWABINI W ISSA III & ERICA R 4 TWIN BROOK CT GESKE CAROL 15 TWIN BROOK CT GARCIACHRISTOPHER 25 BRIGHAM RD BAYER EDWARD A & BERNICE S 36 BRIGHAM RD Dated at Burlington, Vermont, this 16th day of December, 2014. Printed Name: Phone number and email Signature: Date: Brad Rabinowitz 802-6;8-0430 brad@bradrabinowitzarchitect.com 14 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 ]KNREBS & LANSIN" ' Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, VT 05446 Telephone (802) 878-0375/ Fax (802) 878-9618 email(cr�krebsandlansing. com Memo Date: December 11, 2014 To: Ray Belair From: Michael J. Burke, P.E. Re: Tree Removal —17 Twin Brook Court, South Burlington Ray, We discussed removal of four dead trees and one dangerous tree at 17 Twin Brook Court with Kevin Burke, ANR Administrator for the Vermont Shoreline Protection Program. Kevin Burke referred us to the Shoreline Protection Program Handbook. Page 4 of the handbook (included for reference) identified the removal of dead, diseased or dangerous trees as activities that do not require a Shoreland Permit. We hope this information addressed questions you might have regarding the Shoreline Protection Program's potential jurisdiction over the proposed tree removal at 17 Twin Brook Court. Please feel free to call if you have questions or comments regarding this matter Very truly yours, Michael J. Burke, P.E. enclosure cc: Brad Rabinowitz Ron Charlebois Randy Charlebois 11162: Memo to R.Belair 12.11.14 Page 1 of 1 No Text l �W_% Ptx4l-U O ►Lei: =Awow. ;� Using this Handbook This handbook explains the Shoreland Protection Act to residential Shoreland owners and others. Terms with specific meanings under the Shoreland Protection Act are highlighted in red and defined in an inset box the first time they are used in the handbook. A complete glossary of defined terms is found on Page 14. What activities are covered by the Shoreland Protection Act? Creation of cleared area or impervious surface within 250 feet of the mean water level on lakes greater than 10 acres in size. What activities do not require a Shoreland permit? The following activities are exempt and do not require a permit. • Maintaining existing (as of July 1, 2014) buildings, driveways, gardens, and lawns, without enlarging them; • Reconstruction of existing impervious areas without increasing or changing the current footprint, such as rebuilding a house, deck or driveway in the exact same footprint; • Changing one kind of impervious surface for another, such as building a house addition in an area previously occupied by a deck; • Removal of 250 square feet of vegetation under three feet in height, at least 25 feet from the mean water level, is allowed as long as the Vegetation Protection Standards are met and the duff layer is not re- moved (see Page 6); • Tree removal and pruning in accordance with the Vegetation Protec- tion Standards (see Page 6); • Removal of dead, diseased or dangerous trees, and invasive species, nuisance plants and noxious weeds; Cleared areas: Areas where vegetative cover has been per- manently removed or altered. Vegetative cover includes tree canopy, understory, groundcov- er and the duff layer. Impervious surface: Those manmade surfaces, including paved and unpaved roads, park- ing areas, roofs, driveways, and walkways, from which precipita- tion runs off rather than infil- trates. Mean water level: the mean water level of a lake as defined in the Rules for Determining Mean Water Level. Some lakes have a specific elevation that has been established through rule or a permit. Duff laver: Leaf litter plus small fragments of plants and organic debris. • Creation of a path to access the lake no more than six feet wide (see Page 6) ; and • Replacement, maintenance, repair or installation of septic systems and potable water systems. See Page 20 for more Exemptions. What about land within 250 feet of the water, but across a road from the lake? Land located on the non -lake side of a municipal or state road, but within 250 feet of mean water lev- el, does not have to conform to the Shoreland Protection Act. Land on the non -lake side of a private road, however, does have to comply with the Shoreland Protection Act. What about non-residential uses within the Shoreland? Some residential or non-residential land uses regulated pursuant to other state rules may not need a Shoreland permit. See Page 20 for further detail. 4 VT Shoreland Permit Program (802) 490-6196 - www.watershedmanagement.vt.gov/lakes.htm KREBS & LANSIN") Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, VT 05446 Telephone (802) 878-0375/ Fax (802) 878-9618 email(ii),krebsandlansing. com Memo Date: May 1, 2014 To: Paul Connor, South Burlington Planner From: Michael J. Burke, P.E. Re: New Foundation — Charlebois Residence 17 Twin Brook Court, South Burlington We made a site visit to 17 Twin Brook Court and performed an as built survey of the concrete forms which have been installed to construct a foundation for the new building. We retraced the northern boundary for a plat titled, "Camp Bartlett", found in Volume 49, Page 121 of the South Burlington land records. We found three pins common to that survey and used them for the basis of the retracement. We found the new foundation is more than 10 feet from the abutting property line to the north. We also checked the architectural plans for the new building. We found the finished exterior wall of the new building will be more than 10 ft from the abutting north property line. Submitted by: Michael J. Burke, P.E. Cc: Ron Charlebois 11162: Memo to P.Connor 5.1.14 Page 1 of 1 Vol. 134 Page 158 FORM 901 VERMONT . WARRANTY DEED LLB ry^uLwr�%mrr�wm u TM4na NMI of Burlington in the County of Chittenden and State of Vermont Grantor , in the consideration of ------------------------------TEN AND MORE-------------- -- Dollars paid to my full satisfaction by REAL R. CHARLEMIS and BEMIJA B. CHARIEZBOIS Of Burlington in the County of Chittenden and State of Vermont Grantees , by these presents, do freely (blbe, grant, &ell, Conbep anb Confirm unto the said Grantees f REAL R. aiARLBPOIS and BERTHA B. GiARLE$BOIS, husband and wife as tenants by the entirety and their heirs and assi¢ns forever, a certain piece of land in South Burlington in the County of Chittenden and State of Vermont, described as follows, viz: A certain lot of land with building thereon, said lot of land being on Bartlett's Bay and being depicted as Lots No. 20 and 20A on a revised plan of Camp Bartlett dated April 28. 1963 and recorded in Vol. 49, Page 121 of the South Burlington Land Records gild which is more particularly described as follows: Beginning at a survey marker set in the ground at a point which marks the north- east corner of the land hereby conveyed and the southeast corner of Lot No. 21 as depicted on said plan; thence proceeding in a southerly direction a distance of 117.45 feet to a point marked by an iron pipe set in the ground at or near the top of the north bank of a brook depicted on said plan; these deflecting to the right and proceeding in a general westerly direction in the line of the top of said north bank to a point marked by a survey marker set in the ground, which point marks the southwest corner of Lot No. 20 and the southeast corner of Lot No. 20A as depicted on said plan; thence continuing in a general westerly direc- tion in the line of the top of said north bank to the low water mark of the waters of Lake Champlain; thence deflecting to the right and proceeding in a northerly direction in said low water mark a distance of 85 feet, more or less, to a point, which point marks the southwest corner of Lot No. 21A as depicted on said plan; thence deflecting to the right and proceeding in an easterly direction in the south line of said Lot No. 21A a distance of 100 feet, more or less, to a point marked by a survey marker set in the ground, which point marks the southeast corner of Lot No. 21A, the southwest corner of Lot No. 21 and the northwest corner of Lot No. 20; thence deflecting slightly to the right and proceeding in an easterly direction in the south line of Lot No. 21 a distance of 100 feet to the point or place of beginning. This conveyance is subject to those restrictions and conditions, to the extent t the same are valid and subsisting, set forth in a Conditional Warranty Deed from Marjorie F. Ladue to the aforesaid Roy R. Bartlett and Catherine P. Bartlett dated January 25, 1930 and recorded in Volume 11, Pages 390-391 of said Land Records and in particular it is subject to the right of other land owners and leaseholdes^s in Camp Bartlett perpetually to use the lake shore portion of the land hereby conveyed for bathing purposes, said right having been created by condition No. 8 of said Conditional Warranty Deed. This conceyance includes the right, in common with others, to use the lake shore frontage for bathing purposes as described in said condition No. 8 of said Con- ditional Warranty Deed. There is included in this conveyance a nonexclusive right of way for ingress to and egress from the land hereby conveyed over that private road which runs in an east -west direction between the aforesaid Lot No. 21 and Brigham Road, provided, however, that neither the within Grantor nor the owner of Lot No. 21 shall be obligated to maintain said private road on behalf of or for the benefit of the within Grantees. This conveyance is subject to the condition that the within Grantees shall not dump or pipe sewage, refuse or other waste into the waters of the aforesaid brook or into Lake Champlain. Being all and the same lands and premises conveyed to the Grantor herein by Warranty Deed of Lydia Bartlett Lowell, Roy H. Bartlett, and Richard H. Lowell dated August 3, 1964 and recorded in Voliane 73 at Pages 1-2 of the Land Records of the City of South Burlington, and Guardian's Deed of Roy H. Bartlett, Guardian of Roy William Bartlett a/k/a William R. Bartlett dated August 21, 1964 and recorded in Volume 69 at Pages 66-67 of the Land Records of the City of South Burlington. Reference is hereby made to the foregoing Plan and deeds and their mspective records, in further aid of this description. To babe anb t0 botb said granted premises, with all the privileges and ap- purtenances thereof, to the said Grantees r REAL R. CHARLE$BOIS and BERTHA B. CRARLEcftIS, / husband and wife as tenants by the entirety and their heirs and assigns, to their own use and behoof forever; And I the said Grantor LOUIS E. FARRELL for myself 'and my heirs, executors and administrators, do covenant with the said Grantees REAI, R. CNARLE,�BOIS and BERTHA B. CHARLE�BOIS and their /lelrs uiiu usslgsus, tl,ut Wild[ tnu Citsoulutg ul those f reds oila 1 wu the sole owner of the premises, and have food right and title to convey the same in manner aforesaid, that they are ffree from ebery encumbrance; i Vol. 134 Page 159 Vol. 134 Pages 160 And I hereby engage to Warrant aub ref enb the same against all lawful dai M whatever, �n Wltnefs!g reof, I hereunto set l MY hand and seal this day of Ju�c;,1G r�� 1. D. 19 77 1 Atpresence of (/ .1� 90tate of Vermont, fig. It CHITIEMEN County LOUIS E. FARRELL LOUIS E. FARRELL 4 - 06 r.. Burlington 7 this Kr )c:-�ct day of .1. D. 19 77 personally appeared, and he acknowledged this instrument, by hirn sealed and subscribed, to be his free act and deed. Before me. " r"/ / i (r Notarv_ P r t; (Title) Vermont Property Transfer Taz 32 Y.S.A. Chap. 231 -Aa KNOVVLEDGNIENT— Vt. Lend Use K perelopmsm r4ns qln ferl. kec'G..- Return rye rj . kec d' Slgnetl •..) Date _ _ 7C�rk Received for Record July 27, 1977 at 2:30 p.m. Attest: 41 CITY CLERK —'7— G4fj - 12-Z TOWN CLERK'S OFFICE So. Burlington, Vt- Received for record at 0'cl6cl- M., and recorded in Vol.�0° on page Amat — 44, 1�"& Ce"k, GE S Qeq 52 - 40 00 A /Y 6 040AMP L E-F-F BART Apr.?, I L 2e - 204 21A 7�5 P T,4)1k I3COOL IL-1< < 2O vnI Cl�ar��bo�s I S/ 200 4- ,SP or-p— W f► PCI" I Co ptner -j�, d_q+, r �e , Ele-vatlovj (5 , , v� C AX -T V - ��'�►� i}-ions F'Lo a d.. S fia e.��,10 O , a � l-��i� � a%r Be� = I 62 , 001a �aCin E: 1, 102 Chor4IS plans ��` --Farr na -�(( b�la� El fh,t �'a,2 -- LooKl �i +ouiar< -tkp- o er SIC' C) JrShbt,(,S FI 1 Do , a (�sa v�of cc� pis Lo,o�- I cvl fo�gr�r�t Trow1 CkqrlpabolS P fo y Silo �e� oo, O nbelDLo �. ® Q� � o 5 `� y f No Text No Text No Text No Text No Text No Text No Text ►?►� W soutl urluctoa PLANNING & ZONING January 14, 2014 Re: #CU-13-06 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (61 w,--+k- If you have any questions, please contact me. Sincer R ymond J. Belair " 1 Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7010 0290 0000 2215 5839 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 0 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD CU_13_06_17TwinBrookCourt_Charlebois house expansion Agenda #4 Owner RR Charlebois, Inc. 56 South Street Burlington, VT 05401 Applicant Brad Rabinowitz, Architect 200 Main Street Burlington, VT 05401 Location Map DEPARTMENT OF PLANNING & ZONING Report preparation date: December 2, 2013 Plans received: December 10, 2013 CONDITIONAL USE APPLICATION #CU-13-06 CHARLEBOIS —17 TWIN BROOK COURT Meeting date: December 17, 2013 Property Information Tax Parcel 1730-00017 Lakeshore Neighborhood Zoning District � 1 CITY OF SOUTH BURLING I ON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING CU 13 06 17 Twin Brook Court Brad Rabinowitz Conditional Use application #CU-13-06 of Brad Rabinowitz to reconstruct and expand a single family dwelling footprint from 1376 sq ft to 2056 sq ft, 17 Twin Brook Court. PROJECT DESCRIPTION Applicant/Architect Brad Rabinowitz, seeks conditional use approval on behalf of landowner Charlebois to renovate and reconstruct an existing 1376 sq ft footprint single family house with a basement, and to add on to the house, for a total footprint of 2056 sq ft with a second story. This represents a 49.4% increase in the footprint area. The plans also show a new paver walkway, new asphalt driveway and parking area, and a new concrete patio overlooking Lake Champlain. COMMENTS Administrative Officer Ray Belair and Planner Temporary Assignment, Lee Krohn, AICP, referred to herein as Staff, have reviewed the plans submitted on November 15, 2013 and have the following comments. Table 1. Dimensional Reauirements LN Zoning District Required Proposed Min. Lot Size 12,000 SF 23,422 SF Max. Building Coverage 20 % 8.8 Max. Overall Coverage 40 % 20.37 % Min. Front Setback 20 ft. 36 ft Min. Side Setback 10 ft. >10 ft. Min. Rear Setback 30 ft. >30 ft. d Zoning Compliance Section 12.01(D) Pre -Existing Structures along Lake Champlain and within Queen City Park Section 12.01(D) of the SBLDR includes all lands within one hundred fifty feet horizontal distance of the high water elevation of Lake Champlain. The expansion and reconstruction of pre-existing structures on these lands may be approved by the DRB as a conditional use provided the requirements of the underlying zoning district and the following standards are met: a) The structure to be expanded or reconstructed was originally constructed on or before April 24, 2000. The existing structure meets this criterion. b) The expanded or reconstructed structure does not extend any closer, measured in terms of horizontal distance, to the applicable high water elevation or stream centerline than the closest point of the existing structure. i CITY OF SOUTH BURLIN6 I -ON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING CU 13 06 17 Twin Brook Court Brad Rabinowitz The proposed new dwelling is no closer to the lake than the closest portion of the existing structure. c) The total building footprint area of the expanded or reconstructed structure shall not be more than fifty percent larger than the footprint of the structure lawfully existing on April 24, 2000. The proposed reconstructed structure meets this criterion: the expansion is SO% larger than the existing structure. Any approval should note that under the current LDRs, no further, future expansion is permissible. d) An erosion control plan for construction is submitted by a licensed engineer detailing controls that will be put in place during construction or expansion to protect the associated surface water. The applicant has submitted an erosion control plan created by a licensed professional engineer. e) A landscaping plan showing plans to preserve maintain and supplement existing trees and ground cover vegetation is submitted and the DRB finds that the overall plan will provide a visual and vegetative buffer for the lake and/or stream. The applicant is proposing to plant American Elder, Virginia Rose, Grey Dogwood, and Flowering Crabapple to re -vegetate the slope and to provide a visual buffer with the property to the north. 1. The Board should discuss the landscaping plan and determine whether this criterion is satisfied. CONDITIONAL USE CRITERIA Pursuant to Section 12.01(D) of the South Burlington Land Development Regulations ()Pre-existing structures along Lake Champlain and within Queen City Park), the proposed structure shall be reviewed as a conditional use and shall meet the following standards of Section 14.10(E): 14.10(E) General Review Standards. The Development Review Board shall review the proposed conditional use for compliance with all applicable standards as contained in these regulations. The proposed conditional use shall not result in an undue adverse effect on any of the following: (1) The capacity of existing or planned community facilities. There is no reason to believe this project will have an undue adverse on community facilities (2) The character of the area affected, as defined by the purpose or purposes of the zoning district within which the project is located, and specifically stated policies and standards of the municipal plan. Staff feels that the proposed project is consistent with the stated purpose of the Lakeshore Neighborhood District, which is "to encourage residential use at densities and setbacks that are compatible with the existing character of the lake shore neighborhoods located in the vicinity of Bartlett Bay Road and Homes Road." CITY OF SOUTH BURLING fON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING CU 13 06 17 Twin Brook Court Brad Rabinowitz (3) Traffic on roads and highways in the vicinity. There is no reason to believe this project have any adverse effect on traffic on roads and highways in the vicinity. (4) Bylaws and ordinances then in effect. The existing home to be rebuilt extends no further than today into water protection buffer areas, and the expanded portion of the house is located outside of the 50 foot stream water buffer area; therefore this criterion is satisfied. (5) Utilization of renewable energy resources. Staff feels the proposed project will not affect renewable energy resources. Section 12.01 (C) (2) General Stream and Surface Water Protection Standards (4) New uses and encroachments within stream buffers. The encroachment of new land development activities into the City's stream buffers is discouraged. The DRB may authorize the following as conditional uses within stream buffers, subject to the standards and conditions enumerated for each use. The DRB may grant approvals pursuant to this section as part of PUD review without a separate conditional use review. (a) Agriculture, horticulture and forestry including the keeping of livestock, provided that any building or structure appurtenant to such uses is located outside the stream buffer. (b) Clearing of vegetation and filling or excavating of earth materials, only to the extent directly necessitated for the construction or safe operation of a permitted or conditional use on the same property and where the DRB finds that: i. There is no practicable alternative to the clearing, filling or excavating within the stream buffer, and ii. The purposes of this Section will be protected through erosion controls, plantings, protection of existing vegetation, and/or other measures. (c) Encroachments necessary to rectify a natural catastrophe for the protection of the public health, safety and welfare. (d) Encroachments necessary for providing for or improving public facilities. (e) Public recreation paths, located at least ten (10) feet from the edge of channel of the surface water. (f) Stormwater treatment facilities meeting the Vermont Agency of Natural Resources stormwater treatment standards, and routine maintenance thereof, including necessary clearing of vegetation and dredging. Evidence of a complete application to the VANR for coverage under the applicable permitting requirements shall be required to meet this criterion for encroachment into a stream buffer. (g) Roadways or access drives for purposes of crossing a stream buffer area to gain access to land on the opposite side of the buffer, or for purposes of providing safe access to an approved use, in cases where there is no feasible alternative for providing safe CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING CU 13 06 17 Twin Brook Court Brad Rabinowitz access and the roadway or access drive is located at least ten (10) feet from the edge of channel of the surface water. (h) Utility lines, including power, telephone, cable, sewer and water, to the extent necessary to cross or encroach into the stream buffer where there is no feasible alternative for providing or extending utility services. (i) Outdoor recreation, provided any building or structure (including parking and driveways) appurtenant to such use is located outside the stream buffer. (j) Research and educational activities provided any building or structure (including parking and driveways) appurtenant to such use is located outside the stream buffer. (k) Hydro -electric power generation The applicant's proposed erosion control measures, designed by a licensed professional engineer, includes vegetated rip -rap and additional re -vegetation of a slope within the stream buffer. It is staff's position that this proposal meets the requirement of subsection (b) above. RECOMMENDATION With the applicant's additional submittal, dated December 6, 2013 which answers all outstanding questions, staff recommends that the Development Review Board close the hearing on conditional use application #CU-13-06. Respectfully submitted, Raymond Belair, Administrative Officer Copy to: Brad Rabinowitz, applicant • �M>� �'T,�'4 10 South PLANNING& ZONING Kermit # (office use only) CONDITIONAL USE / VARIANCE / MISCELLANEOUS APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): (xl Request for a conditional use ( ) Request for a variance ( ) Other 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone & fax #): RR Charlebois, Inc., 56 South Street, Burlinqton, VT 05401 2) LOCATION OF LAST RECORDED DEED (book & page #) 3) APPLICANT (name, mailing address, phone, fax #) Brad Rabinowitz Architect, 200 Main Street, Burlington, VT 05401 802-658-0430, 802-863-6876 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax #, if different from above): a. Contact e-mail address: brad@bradrabinowitzarchitect.com 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 5) PROJECT STREET ADDRESS: 17 Twin Brook Court, South Burlington 6) TAX PARCEL ID #: 7) PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Reconstruction and addition of existing house b. Existing Uses on Property (including description and size of each separate use): Residential; Existing 1376 sf house with full basement c. Proposed Uses on Property (include description and size of each new use and existing uses to remain): Residential; Two-story house with basement d. Total building square footage on property (proposed buildings & existing building to remain): 1376 sf existing footprint; 2056 sf footprint proposed e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): 25' height measured to mid point of sloped roof; Two stories with basement f. Number of residential Units (if applicable, new units & existing units to remain): One g. Number of employees & company vehicles (existing & proposed, note office vs. non -office employees): n/a h. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): 2 Conditional Use / Variance /Miscellaneous Application Form. Rev. 12-2011 ,r 8) LOT COVERAGE a. Total parcel size: b. Buildings: 23,423 Existing 5.9 Proposed 8.8 Sq. Ft. 1376 Sq. Ft 2056 Sq. Ft. c. Overall impervious coverage (building, parking, outside storage, etc) Existing 3 % / 709 Sq. Ft. Proposed 10 % / 2507 Sq. Ft. d. Front yard impervious coverage (building, parking, outside storage, etc) (2 6 61) Existing 6.7 % / 180 Sq. Ft. Proposed 24 %/ 639 Sq. Ft. e. Total area to be disturbed during construction: +/- 11,000 Sq. Ft. * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a. Building (including interior renovations): $ 6 5 0, 0 0 0 b. Landscaping $ 7,640 c. Other site improvements (please list with cost): Driveway, walk and terrace: $25,000 10) ESTIMATED TRAFFIC: a. P.M. Peak hour for entire property (in and out): n/a 11) PEAK HOURS OF OPERATION n/a 12) PEAK DAYS OF OPERATION n/a 13) ESTIMATED PROJECT COMPLETION DATE July 2014 14) PLANS AND FEE Plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time 3 Conditional Use / Variance /Miscellaneous Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as pprt�of this application has been submitted and is accurate to the best of my knowledge. SIG ATURE F APPLI ANT I_ _.4.i ' 1 —1 r SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: ✓ REVIEW AUTHORITY: P Development Review Board ❑ Administrative Officer I have reviewed this site plan application and find it to be: L� Comp. The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 RE: just one more... - Lee Krohn https: //outlook.office365.com/owa/#viewmodel=ReadMessageItem&It... RE: just one more... Brad Rabinowitz <Brad@bradrabinowitzarchitect.com> Wed 12/11/2013 10:08 AM To:Lee Krohn <Ikrohn@ccrpcvt.org>; Lee I think we can do that fairly well- do you want the information now or at the hearing? Our generally approach would be as follows: 1. The property to the east already has the view restricted by a row of cedars that are quite tall. New construction will only be minimally visible for a portion north of the existing cedars. a. We discussed with the neighbors changing the south portion of the cedars the property line to a deciduous screen that will allow more visibility towards the lake than is currently available. New construction will not affect this area. 2. The property t the north already has a row of trees along the south property line. New construction will create more shadow- but it will basically be onto the existing screen The existing house to the north is somewhat to the east of the proposed house and therefore would not have sunlight in the yard affected. Brad From: Lee Krohn [maiIto: Ikrohn@ccrpcvt.org] Sent: Tuesday, December 10, 2013 3:46 PM To: Brad Rabinowitz Subject: just one more... Hi, Brad: Thanks again for your informative reply regarding Charlebois. The bylaw also speaks to the following questions, whether the project will adversely affect Views of adjoining and/or nearby properties; Access to sunlight of adjoining and/or nearby properties Hoping you can address them on behalf of your client. Many thanks... Lee 1 of 2 l 2/ 11 /2013 10:19 AM BRAD RABINOWITZ ARCHITECT Architecture Space Planning Interior Design JOB MEMO: Twin Brook Camp RE: South Burlington DRB Review DATE: December 6, 2013 TO: Lee Krohn FROM: Brad Rabinowitz This memo is intended to provide clarification of the questions raised in your e-mail of December 3 as regards the submittal for Conditional Use Review by the DRB of 17 Twin Brook Court. Building Height: A revised section, A.3 adds clarification regarding compliance with the 25' building height requirement. 1. Preconstruction grade was calculated from the existing survey (Drawing X-1) from Krebs and Lansing. The average pre -construction grade at the building is 104'-4 1/2". 2. The average sloped roof is measured to the midpoint between eave and ridge from the average pre -construction grade. Lot Coverage: We seem to have included incorrect or incomplete information in the original submittal. Drawing S.2 has been revised to show the correct cover ages. The actual total lot coverage as proposed is 20.37%. Page 3 of the application form has also been corrected and is attached showing the correct lot coverage data. Stream Buffer & Lakefront Setback Compliance and Expansion: We have developed a Drawing (S.3) to show the existing conditions and setbacks as well as the existing house more clearly. 1. Note that the expansions do not increase the amount of non conformance as required by Section 3.11. a. The existing setback of the existing house is noted on the site survey (X-1). New construction is maintained behind (further from the lake) this existing setback line. b. The existing house is NOT expanded into the Stream Buffer- maintaining but not increasing the amount of encroachment. 200 Main Street Burlington, Vermont 05401 (802) 658-0430, Fax (802) 863-6876 www.bradrabinowitzarchitect.com Twin Brook-Permit-1206.docx Twin Brook- Permit 1206.docx, Page 2 2. Section 3.11D (3) limits this expansion to 35% of assessed value, unless the lot existing prior to 1974. In this case expansion is limited to a 50% increase of the current footprint as per 12.D.(2)(c). 3. The lot was purchased by this family prior to the 1974 date. Documentation is being researched and will be provided by the hearing date. Note that the referenced updated Drawings are attached to this e-mail and copies will be brought to the meeting on the 17t". Please advise if hard copies should be provided to the Planning and Zoning office prior to the meeting. cc Ray Belair Ron Charlebois 8) LOT COVERAGE a. Total parcel size: 23,423 Sq. Ft. b. Buildings: Existing 5 .9 % / 1,376 Sq. Ft Proposed 8.8 % / 21 0 5 6 Sq. Ft. updated 12/6/13 c. Overall impervious coverage (building, parking, outside storage, etc) Existing 8.9 %/ 2,085 Sq. Ft. Proposed 20.37 % / 4 . 74 3 Sa. Ft. — d. Front yard impervious coverage (building, parking, outside storage, etc) Existing 6.7 % / 180 Sq. Ft. Proposed 24 %/ 6 3 9 Sq. Ft. e. Total area to be disturbed during construction: +/ _ i i , o n n Sq. Ft. * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a. Building (including interior renovations): $ 650 , 000 b. Landscaping c. Other site improvements (please list with cost): Driveway, walk & terrace: $25,000 10) ESTIMATED TRAFFIC: a. P.M. Peak hour for entire property (in and out): n/a 11) PEAK HOURS OF OPERATION 12) PEAK DAYS OF OPERATION 13) ESTIMATED PROJECT COMPLETION DATE July 2014 14) PLANS AND FEE Plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time Conditional Use /Variance /Miscellaneous Application Form. Rev. 12-2011 A $p�IE REs1CMlfvEvoax�ro ee�mmuc�rs�rraurs. wxrne��r.r ,�rvxwi sec v.no.vc woxr v.nossra.as wvo.nsroae u.�uruveo. exwo uwe eMi.«a�i ARCHTIECI' Design' TWIN BROOK COTTAGE - Renovations SOUTH BUR—T- VE—N r---Nil TITLE. Exsting Site- Setbacks & Limitations L�� CL E m .0 V d BRAD RABINOWITZ ARCHITECT 200 MAIN SMEET BURUNCTON, Vermont BSNtt 80268M1 T A02 M3 M76F www.bradraMrowiva�chi4�ctmm desi n: 'twin Brook Cottage 17 Twin Brook CT South Burlington, VT Site Plan S.2 XZN 9VMP AMA 15 50% INOV5E OF FOOTPR « nei aree 11 D]/13 BRAD RABINOWITZ ARCHITECT 200 MAM STRFr Bua GN N, V—...t m.iO3 902r 0410T W2 M366]6F wwH. bad-bm.wi—.hi—I-- n First R 1/8"= 1'-0" "twin Brook Cottage 17 Twin Brook CT South Burlington, VT RINT lue �gec7egmey*eer'vs'�mij First Floor Plan B A1.1 BUILDING HEIGHT CALCULATION 1. AVERAGE PRE -CONSTRUCTION GRADE WAS CALCULATED BASED ON KREBS & LANSING SURVEY (X-1) AVERAGE GRADE IS 104'41/2". 2. BUILDING HEIGHT (BY LDR) IS THE AVERAGE LEVEL BETWEEN THE EAVES AND THE HIGHEST POINT (RIDGE) MEASURED FROM THE AVERAGE PRE -CONSTRUCTION GRADE. BRAD RABINOWITZ ARCHITECT 200 MAM 9MEFT BURLINMON, Vermont 054(n =8b 04V0T 802 M3 M76F w�.radraFinowitrarchitrct.com Section 4 1-2 3/16" = 1'-0" desi n ''win Brook Cottage 17 Twin Brook CT South Burlington, VT a MIDPOINT OF ROOF EA RIDGE TO RIDGE a w N -4 Max H_ei h/1 g t 129' Second FI n N 117'-0" First F�I A,\ -- - -- 107'-9"u _ Average Grad 104' - 4" Reviewissae Decembei6, 2911 Schematic Section A.3 THIS DRAWING IS ISSUED TO SHOW THE ytc • i 1 OVERALL BUILDING HEIGHT AS REQUIRED. tinyi3 BRAD RABINOWITZ ARCHITECT Architecture Space Planning Interior Design JOB MEMO: Twin Brook Cottage RE: Conditional Use Permit Application REC'°�it 4'" ., . v' FW„o DATE: November 14, 2013 NOV f -f- TO: Ray Belair UV FROM: Brad Rabinowitz Attached is the application and related documents as needed for a complete Conditional Use Application for 17 Twin Brook Court. Project Description: The project consists of a renovation of and addition to an existing single family residence at 17 Twin Brook Court. As noted in the Zoning regulations, the addition is limited to a 50% increase over the existing square footage and this project complies with that requirement. Also there is a maximum height restriction of 25' over existing grade and this also is complied with. The project as submitted also includes a previously approved sea wall and landscaping plan as well as erosion control plan. Submitted Documentation: This package includes the Conditional Use Application form; a check for the fee of $178; and the following Drawings: X-1 Existing Conditions Site Plan (24" x 36") C-1 Site Plan and Erosion Control Plan (24" x 36") This includes existing site photos C-2 Erosion Control Details (24" x 36") C-3 Erosion Control Details (24" x 36") S.1 Site Plan (11 " x 17") A1.1 Floor Plan (11 " x 17") A.2 Exterior Elevations (11 " x 17") A.3 Building Section (11 " x 17") cc Ron Charlebois 200 Main Street Burlington, Vermont 05401 (802) 658-0430, Fax (802) 863-6876 www.bradrabinowitzarchitect.com Twin Brook-1114 Landscape Planting List Twin Brook Cottage November 14, 2013 Number I Common Name Botanical Name Size Spec Unit Price Sum 22 American Elder Sambucus canadensis 5ft B&B $130.00/ea $ 2,860.00 20 American Arborvitae Thuja occidentalis 5ft B&B $125.00/ea $ 2,500.00 4 Virginia Rose Rosa virginiana 2ft spread B&B $75.00/ea $ 300.00 45 Creeping Juniper Juniperus horizontalis 18" spread B&B $44.00/ea $1,980.00 Total Cost $ 7,640.00 Notes 1) Plants selected are native to Vermont. 2) Plants selected for their tolerance of sandy soils and sun/shade environment. 3) The large cedar hedge to the east will be retained and provides a solid screen of the parcel from the east. CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 27th day of November, 2013, a copy of the foregoing public notice for Conditional Use Permit Application #CU-13-06 and Preliminary & Final Plat Application #SD-13-37 was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: MICHAELIDES DEMETRIOS & ALEXAN 3 TWIN BROOK CT SAWABINI W ISSA III & ERICA R 4 TWIN BROOK CT GESKE CAROL 15 TWIN BROOK CT GARCIA CHRISTOPHER 25 BRIGHAM RD BAYER EDWARD A & BERNICE S 36 BRIGHAM RD Dated at Burlington, Vermont, this 26th day of November, 2013. Printed Name: Phone number and email: Signature: Date: Brad Rabinowitz 802-658-0430 bra 11/26/13 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 tzarchitect.com South Burlington Sample Certificate of Service Form. Rev. 1-2012 O � 'Wil�! southb-tirli no PLANNING & ZONING March 20, 2013 Re: #CU-12-06 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sin"J.Belai:VK Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7010 0290 0000 2215 5181 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl_corn r, southhurlington PLANNING 3 ZONING Permit # -�- de(o'ffice use only) CONDITIONAL USE / VARIANCE / MISCELLANEOUS APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): (X) Request for a conditional use ( ) Request for a variance ( ) Other 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone & fax #): Real Charlebois c/o Ron Charlebois 950 Route 7 South Milton, VT 05468 2) LOCATION OF LAST RECORDED DEED (book & page #) City of South Burlington Land Records Book 134 Page 158 3) APPLICANT (name, mailing address, phone, fax #) Real Charlebois c/o Ron Charlebois 950 Route 7 South Milton, VT 05468 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax #, if different from above): Michael Burke, P.E. Office: 878-0375 Krebs and Lansing Consulting Engineers Fax: 878-9618 164 Main Street Email: email@krebsandlansing.com Colchester, Vermont 05446 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 5) PROJECT STREET ADDRESS: 17 Twin Brook Court 6) TAX PARCEL ID #: 1730-00017 7) PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): The applicant seeks to protect this property from wave erosion caused by high water and wind, raze the existing residence and construct a new residence further away from the lake. The applicant proposes to use non struc�ural and bio technical erosion control methods to achieve these goals. (See attached plans and supporting information). b. Existing Uses on Property (including description and size of each separate use): The existing use of the property is residential. The footprint of the existing residence with two foot eve overhangs is 1,724 square feet. The existing residential structure is within 150 feet of Lake Champlain. The structure was built before April 24, 2000. Proposed Uses on Property (include description and size of each new use and existing uses to remain): The applicant proposes to continue the residential use of the property. The applicant proposes to construct a 36' x 42' two story, three bedroom house and a 24' x 26' two story garage. The garage and house will have one foot overhangs creating a 2,335 square foot footprint. (See plans and supporting information). d. Total building square footage on property (proposed buildings & existing building to remain): Existing residence: 1st floor — 1,356 SF Proposed residence: 1st floor — 1,512 SF Existing residence: Basement —1,056 SF Proposed residence: 2"d floor —1,512 SF Proposed garage: 1st floor— 624 SF Proposed garage: 2"d floor — 624 SF Total existing residence Total proposed buildings: square footage: 2,412 SF square footage: 4,272 SF e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): Existing 3 bedroom, 1 story residence Proposed 3 bedroom, 2 story structure & garage — 13.5' high to midpoint of roof to — Proposed building high 24.25' from midpoint average preconstruction grade of the roof to average preconstruction grade 105.75 — Existing 8' high basement — No basement is proposed. Foundation will be slab on grade with frost walls. f. Number of residential Units (if applicable, new units & existing units to remain): One residential unit is proposed. Conditional Use / Variance / Miscellaneous Application Form. Rev. 92-2 g. Number of employees & company vehicles (existing & proposed, note office vs. non -office employees): Not applicable. Residential property. h. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): The parcel has a pre-existing structure within 150 feet of Lake Champlain within the Lakeshore Neighborhood District. The existing residential structure is partially located within 50 feet of the centerline of a stream. The parcel is located in a stormwater management Overlay District. The proposed improvements will disturb less than % acre and will result in less than 5,000 SF increase in impervious area. The parcel is partially in a flood plane Overlay District. The parcel is not identified on the City Wetland Map to contain wetlands. 8) LOT COVERAGE a. Total parcel size: 23,422 Sq. Ft. b. Buildings: Existing 7.30 % / 1,724 Sq. Ft (Including eve overhang) Proposed 9.96 % / 2,334 Sq. Ft (Including eve overhang) c. Overall impervious coverage (building, parking, outside storage, etc) (Including vegetated riprap) Existing 9.50 % / 2,225 Sq. Ft Proposed 19.40 % / 4,500 Sq. Ft (Net increase of 2,325 SF impervious) d. Front yard impervious coverage (building, parking, outside storage, etc) (Area of front year 2,580 SF) Existing 12.60 % / 325 Sq. Ft Proposed 28.70 % / 740 Sq. Ft e. Total area to be disturbed during construction: 9,750 Sq. Ft. * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a. Building (including interior renovations): $ 375,000.00 b. Landscaping $ 7,875.00 c. Other site improvements (please list with cost): Raze existing residence $ 10,500.00 Site Work $ 18,750.00 Vegetative Riprap Slope Stabilization $ 15,000.00 Erosion Control & Maintenance $ 3,500.00 $ 430,625.00 3 Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2 f 10) ESTIMATED TRAFFIC: a. P.M. Peak hour for entire property (in and out): 2 trip ends (residential use) 11) PEAK HOURS OF OPERATION: Not Applicable - Residential 12) PEAK DAYS OF OPERATION: Not Applicable - Residential 13) ESTIMATED PROJECT COMPLETION DATE: September 2013 14) OWNERS ON' RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this shall be provided on a separate attached sheet and on pre -stamped and preaddressed envelopes. The city will add the return address). Conditional Use / Variance / Miscellaneous Application Form, Rev. 12-2 E 15) PLANS AND FEE Plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies and one reduced copy (I I" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. 0\ ),�x 6 JJ v 'p/1 /1A I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: I have reviewed this application and find it to be: r-eOMPLETE ❑ Incomplete inistrative Officer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Conditional Use /Variance /Miscellaneous Application Form. Rev. 12-2 1 Page 1 of 3 ray From: Issa Sawabini [iawabini@fusemarketing.com] Sent: Tuesday, February 05, 2013 9:44 AM To: ray Subject: RE: Charlebois DRB Application Ray Unfortunately I won't be able to attend the DRB meeting tonight due to a scheduling conflict with my job. I was able to speak with DRB members during the site visit yesterday. A question arose during the discussion that I wanted to provide additional information for the group. We were discussing the access easement which is labeled incorrectly on the map. The Charlabois plan shows a dashed line from Twin Brook Ct across the Northwest Corner of our Property. It is labeled "Approximate location of the access easement for the benefit of Charlabois. Map Slide 118. Plat of Subdivision, Trono Construction Inc" For reference our property was part of the "Trono Subdivision" which created the homes on Twin Brook Ct. The Charlabois Property was purchased from Ferrell who purchased from Lowell. There is very clear language on the transfer for the access easement over the existing driveway across each property transfer. This language never references an easement that starts so far to the east • A few notes: Legally, access easements are granted through deeds not through a plat of a subdivision- including this "approximate" location has no legal justification and is misleading to this discussion. • Practically, the line drawn would make the easement inclusive of a large maple tree, a drainage Swale that runs along the northern and western edge of our property and and a significant area of grass — it is simply not possible to drive over this land. They have drawn the access easement much too far to the east • The plan does not seem to utilize the land beyond what is noted as "New Paved Driveway" but I wanted to clarify for everyone that the easement lined noted is not accurate • The deeds that provide the easement have never included an specifics beyond use of the "existing driveway" — the line drawn on the plan is not the "Existing Driveway" o This is the language from the Trono Deed (Volume 142 Page 440 — 442). This is the deed in which the Trono acquired the land that my house is on. It specifies that the Charlebois have access using the "existing" driveway": "Real and Bertha Charlebois have a non-exclusive right of way for ingress and egress over the existing driveway on the lands hereby conveyed which runs from said "Gravel Road" to their land and premises as created by the Warranty Deed of Luis Ferrell Dated August 3, 1964 (recorded in Vol. 73 Page 1-2)" o This is the language from the original Ferrel Warrenty Deed referenced above from Vol 73 Page 1-2: It is from the deed in which Luis Ferrell acquired the property formerly known as Lot 21. For reference Ferrell sold the property to Charlabois. Once again you can see no specific reference to easement location. The original easement actually provides Ferrell access to drive over the road which is now known as Twin Brook Ct. 2/5/2013 Page 2 of 3 Here is the language "There is included in this conveyance a nonexclusive right of way far ingress to and egress from the land hereby conveyed over that private road which runs in an east -west direction between the aforesaid Lot No21 and Bringham Road, provided however that neither the within Grantors nor the owner of Lot No 21 shall be obligated to maintain said private road on behalf of or for the benefit of within Grantee" While I wish I could attend tonight's discussion, it simply is not possible due to my work schedule. I would be happy to speak with anyone on the board that might have questions. Thank you very much Issa Issa Sawabini 4 Twin Brook Ct South Burlington, VT 05403 Issa Sawabini Partner P / 802.859.2119 F / 802.864.2595 iawabini@fusemarketing.com Fuse I Youth Marketing I Strategy I Events I PR I Design I Web I Social Media fusemarketing.com I facebook.com/FuseLLC I twitter.com/fuse_marketing From: ray [mailto:rbelair@sburl.com] Sent: Monday, February 04, 2013 9:04 AM To: Issa Sawabini Subject: Charlebois DRB Application Hi Issa, We have received your email and we will share it with the DRB Tuesday night. No testimony can be taken at the site visit. If there is any testimony you wish to provide on this application, you must wait until the public hearing on Tuesday night. The site visit is simply for the Board to look at things that either the applicant or interested persons wish for them to see. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www ,;hurl mm 2/5/2013 Page 1 of 1 ray From: Demetrios Michaelides [michaeld@us.ibm.com] Sent: Monday, January 14, 2013 8:53 PM To: ray Subject: Charlebois Development Ray, please distribute this email to all the the board members for tomorrow night meeting. I lived within 200 ft of this property for the past 37 years. I have observed the Twin Brooks that feed into the Lake Champlain almost daily. One of these Brooks is next to the Charlebois property and is the "drain point" into the Lake. The City list the Brook adjacent to the Charleboi property as a primary brook. Being a primary brook there should not be any ne construction within 50 feet of the center of the Brook. As noted on Plan Sheet C1 the wall facing the lake is within 50 feet of the center line of the Brook. Also on Sheet C1 compared to Sheet X1 the grade within 50 feet of the center of the Brook is being raised. I am against having a wall as well as raising the grade. In addition my observation is that the wall will direct debri into the channel of the Brook . Presently all the debri stays on the shore line and is manually removed. The debri will clogged the brook and cause water to back up and flooding of houses up stream. My basement was 9 inches from the High Water Lake that we had couple of years ago and most of my lower yard was under water thus very sensitive to the Brook High Water. We know the Lake is rising.... 18 inches in the past 50 years. propose that the DRB board visits the site to get an appreciation that the Lake debri is going to settle in the Brooks setting the stage for major flooding in the neighborhood. As at minimum the Wall being new construction should not encroach within the 50 ft of the Brook. Applicant plans are also to back fill and raise the land that is within 50 ft of the Brook. Under the rules of new development no fill should be used within 50 ft of the Brook. I appreciate your consideration of my concerns... Thank you... Demetrios Michaelides ASIC LMT Team Leader Certified Executive Project Manager Phone: 802 769 6664 Tie Line: 446 6664 1/15/2013 No Text ��l No Text No Text GM 2 Notes 1. Elevations ore based on USO.S. datum of NAW 1988. The topographic conditions shown on this plan ore based on a topographic survey performed by Krebs & Lansing on June 30, 2011. 2 This is not a boundary survey. Approximate property lines ore based on Tox Maps from the Town of South Burlington. 3 the underground utilities shown on this plan ore based on visible utliities located during a topographic survey performed by Krebs & Lansing on June 28 G 29, 2011. This survey was done without the benefit of dig safe markings. Underground utilities ore opproximote and not warranted to be exact or complete. Dig Safe sholl be contacted prior to any excavation. Apprpr%mo(e ' shorty%n• o/ LW �'npm 29, 79. 1011 I L epend -11 Traverse point 0 Iron pipe - found x100.1" Spot elevation Property line/Right of Way \ Existing ground contour Existing Tree Lines Lake Champlain Shoreline 6129111 ahp Overhead Power s Approximate location existing sewer line Approximate drainage way Location of photograph 1 i i i 10' PK SCR Lpndstapinq ned / (/a IM Lwa•h7 or awrnaus .vm 5/iol /Ig war o/ &"A.W- \ / lraro lmslruc/ran, he 10' —�—�—�—te2.r Bor Photoormh Six Photoormh Five Photoormh Four Sowm sialr o/ &.4014 FF W pplw•n }(Nino/Ny Sovrneos/ caner p/ •wrs/inq d.ndirq !wising ceobr A•o�e r /My ,ads3f- a'/w9 Ai�sl ee/er l p to roof with 2e" ore q. p 11, r e. A—W )1211. Location Mw— Abf IO Jo1111 Photoormh One__ Mbr• 1. 3 wA dlr !1w•lir• or Prgswfy EioArd OanR ! /o /I, bepo. Photoormh Two Ilb�e —Ao aid u—I o/ eilsliq YraN:re. For Permit Photoormh Three Review Ewrs/iq rniaMc• b q —1 !o foie. Ab/• bg• /reel a" the ~. aid •sis/i(q mowed /— Dote nns•d D,—;,I% Checked Dofs Design 44.6 Existing Conditions Pion Drown JAR VAD Checked M.6 Score I- -/a' Reo/ Chor/ebois Dote oa our z z , XR.FBS & L4NS'/NC Consulting Bngineersr /na X, INN' eVain Street, Cole Yr•, Vermont 05448 y Notes 1. Elevations ore based on U. S G. S datum of NA 1988. The topogrophic conditions shown on this plan ore based on a topographic survey performed by Krebs & Lansing on June 30, 2011. 2. This is not a boundary survey Approximate property lines ore based on Tax Mops from the Town of South o Burlington. J. The underground utilities shown on this plan ore based on si visible utilities located during a topographic survey performed by Krebs & Lansing on June 28 & 29, 2011. This survey was done without the benefit of dig safe markings. Underground utilities ore approximate and not warranted to be exact or complete. Dig Safe sholl be contacted prior to any excavation. U 8mm/ Not;. A ;cm E/dar plo led pop xmola/Y 5 n. � cwnr J'-♦'Yik�Q B e•� Po vemen 1 N/F ♦ ere e Geske / ae `° Exislmg - -- slabued Ems/fact' Ent Buwdkrg i 108 09 90' 0" PK 9R Y cedar j. Revepelofion o/ Slope wifA- Pvorvr / Notive Species u 15 cr tunPn'us AW4ro ledri pbnled J' mil, Is" 2 J _--... In/ m H Use 20 Yevmm/ Nor. P/e 15' _- rprebdi. /YEN m AA,0n Wloe - Reswve eAif4y Ir�r 1o* T qw,o inolw' 5 /1. on a06 -9 - ` 107 109- - / the bens/•/ o/ CnwNbo&n Mp 9- /� bsdge 4' ,may O'sitl 7e / ,� /' 1 118, / 9.bd rn an, Mal %ono Construe/.°a, hc. t \ 42 ° I GyQce \ torkng \ 1� 24' x 90' withioll- J S O 1� " overhang A b'{occkr \ ench ro nMro1 , 1 /' 1 FF : 107.5'\1 ppo. sn" 787: 30' x 42' with N _-'- 4,�L._____- / } 1 12" overhang charlebois �2a' 1 ♦/ 1, 5 1 New New Ik y J ' BoxeJder / 1 oncrefe ` 1 oebr sro =Ioz 1 .1+00 1 , \o /' Y y Y ro .loss' �poho �� x 1 �1 House _ FF - 9' _ _ _ TBM 2 0 o be roved e 6ad noi/ in PP E/Ov.- I `AYw UtYify 1 -107_ ,toe' a.>bkv Pde /2 wr s 1 ` 11 Ewisrinq owrhorq a/oh w / 1 Buddhq I r 0 75 Native Sp 1UZ 8 Ayr 1 _ �'77 � r n / h � Iev,rom 102 v. ' \ 1 $ riO°r's 1 i ecies Ure 14 Y -.Hoof Atoll. u Ja aeepm9 .Nn1Mr v:9-. Rory (Rosa P/ W gproxkrrolNy 5 // ol\ �105!' ' OhPhe oI ° pM/ed J' nc MIA 18' S0' from 5 Approximo/e m csnlw of Dom o/ rp rA \ O O 1 =hors/Yoe o/eoke I xgoe .n 9g,: a n. sprees O O Q-- EFine 29, 2011 -� B ? a.' - ° O ° O ' a J — Reserve ex&bn I o ° QO rat --free. M. 'Woo �j i ce me bo borr,ev 1- 0 0 p�wro m O O hq any... II 1 :1 O ° K 99 tee work Aar 4 e�• P—tr extr/iq /rp eM 1 ep�yyelotion-at S/ape with �.iNofi.e 101 �.. _,'' Use /I {krnron/- Amerk'fE ,r o-i It. _ L gyvoxan /Ny 3 /f. byl, B i 9 1 I / '00 N I Prope,rey /roe assumes GOFciO MP+rx1+1e too be long cents, /;ne qq / /ream of ,;bed rdo- f35 w , r..rs•.arna IJ41 w-__ - 130 New hbvse lt' -- New bouts MAY -Paint of Roof 130 0 6: 12 -1 p%lch t j oho,g .� overnmg Roo/ Plate 1155. 120 --- - -- AtrOp _ � r__ - ✓'� 2425 " 2nd Floor 116.5 Pond -� - k�eer no rap s/q�e. vedmg � i ,__ & ... ; Tqo rp r�O 70575 Ex. n House and 1J5' �. I New HIM W `! New Clow Slob on Ex&ls,9 � e 110 'y"e /oundalion /o be - .. iovr --with -Frost walls /oundotion .. __ 1 razed FF 1079 -. FF - - F ___ _ - 105 _._.._.._ ... --__-____ -- - _ -!- ___ _ ... ._.. NNIII 1 _ eby Virgino rose r' led O/ cam_ -Am°ge Pre crosfrut/�b° p/o l� bOse a/ /p _. Fxh/hgJ A,er Poe cor,r Iqn 9r o/"A— Pre .___._ L A,a.-oqe Pre _ - 9rode of proposed -_. in gaps, qg... exs/k,qunq1050ors/roclk. 9roob o! ei&DIkg Jdkg '050 cm /iuc/xrn groob 1057.1 bdding corner 1075rpp 5' an can/er. 95 0+00 0+10 0+20 0+30 0+40 0450 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1 Profile Kew r Yignment A -A / Horizontal one tat Scales 1"-10' 11-70 1+80 1+90` 1 Prercv,e a 1.g ce hp4e N/11- Sawabini ♦ Sewav Manhde Rim Efewfion 77' I." Location A/ao eb/ /° rPlr -1'- verb nd t u Iron pipe - found x1001' Spot elevation - - Property fine/Right of Woy J79 � Existing ground contour V`MMJ Existing Tree Line /Edge of mowed gross Loke Chomplain Shoreline 6129111 Shp Overhead utility s Approximote location existing sewer line Approximote drainage way ---329- Existing ground contour Footprint of proposed new residence Eove overhang New Paved Driveway Existing building to be razed Silt fence erosion control with barrier tope ��- Barrier fence tOM7 0' 5' 10' 20' 1050' Bor sco/e For Permit Review Decembe, 21. 2012 bu,Ydnq foot Print ra vised ono red ou! o/ rrreom arboek 1121211YO12 Dole revised 0s i,lion Checked Dore Design MJB Sitellonoscoping/Erosion Control P/on Drawn 51W Checked MV Scale 1' -10' Reo/ Chor/ebois Dote D�mbe, a zD1z Pro eCt 11152 South Burfin ton, Vermont AW-US' & "1VS/N6' Com- lting Engineers, /nc. v �' 16V Alain Street, Cole, er, 4ermont Os"N __. Construction Notes I the method old mol«ha's a/ cm,111ct4n shirt [-form to me rarest / it / M Burr fol and the Store of gyr AN wok o the City o Sou e,q AN +ark show be b cm/ manta with ow permits one O-ir %sued for Me poyr/ N case at cmicl more the srrin9rnl Vpacer o/iwr show rpp/y as W/wmkhed on /he E pkAll war; shirt be Ane .n o wokmant4e -miter and Comprated kr the time spec,rind by Own, 2 the Calf clo, show lw respmvble l a work and mofwkals s6brn and teethed to -owe /be too carp% fe these dorngs do nor show e r 0ttke9 a gopr/eemce. Mofn.Vs shod be as speci/isd m the &.-Qs Menu/x/ur,i oadc/ spectro/oohs sho be submitted / aw more"b" to the Engineer /o approve✓ o lw to i $Mbo/m J tits /xolA'l and sin a/ a air g mebr91auno uW11- sal -two' to be east/ br canplele. the Cml,mla shoo for d toco/e war raal WEMe, and shoe ea,rxr /be amerled WAVY cam mg, the Engines and the CAI, of 56um Bwlingrob aka to makbw mr neat ups the Cmlrx/ar show be sated, rlSpmr6N / o e,Ws q Will- and lbw unie/, pled serdcw Ad o/%si/e DxkNl, sbewt hq and sbarNg demoferng c/earNq old grubbetg erosion cmrra. Dust antra" frolbc antra• 9radk9I and al khckden/as show be kC*.aed as pal of the negated work. w Repok o/ ow dN/wbed eves 9roak,g s 9- macbng 'Woe ow roods and cwbs pD4and other nc;d,,Mas ire kho bed as part of the nee ked +irk. Aw dWs bed aeon shah be looh,ed and mulched w/a pwmmrnr oromd cover ei eelooaned S me Cmtrxlo shot verify ow boiabn/a cmrra and Iwmpaay bencb marks bet a use. 6. the wnkmen and public show be polecred by the Cmlrw1w ham my and of b0laW c necwed "AM the cmslrucflen wave Open /rancho; m Jwky; a ep.,pn rilhi the waking /liters are to be 9~by the use o/ odtp ale Darr4:aWs o Rag mow. A/ bwncoofer left m posilbn -fight we to be oor w t, lighted Kerose a pots oe not xcep/aDN Wft- eork saran me uwDN poem "1, 1Ng mesh show be empbyed ro a:0 rite /br o/ ironic so root tn,e rw De no unA.e y.. the Cmlrorfa sod/ be hNd respmsDle / the sally at N workmen and The 9-o' public and be dberoge, to prooerly acc.1 n9 ban ar loon the wok x['arianed by nep/igolce a shadl be held ,ssp " far the -let, of ow wok-w and th. 9-of pu&k and ow oombges to prga,ly xcurrmq hen o eObn Me nor sinned by n 9419 ncr a day or nigh/ wi/nN the waking area A. mark show be ice cm/ommce to OSHA reguwol4ns Mle 19. Psis 1926651 and 1925652.. and opprk:oble to WSHA regulaMbl, 7 A'ecmslrxt4sh Escomlkn - shown m Ine'_ show De 1.1',w ed pia /o begkmn q site 0941y work and pill to odb-keq ,/rx/wes me Cmlrx/a show alb. the Engineer one wee* /o oottik bbsign Wciskm Dosed m Womo/.in obrokeed Iran the Precmsrnxli h C�comlim. Ina Cmtrxlo show cm/xl the Engnew- of Nos/ TI lows n odsalc, of per/armkhq he embm/4in h oaH'/4n /o the Wsynolw PYecms/rucl4n Enowtim; the Cmtrxlo show wr;/y al a10;ty i f, hb.s and cm,xf Engk,eer and Owner will conflicts 8 colt xfo snow cm1x1 Dig Sall led /o my ssc 1l.7.. 9. lemporory sal /ce show be wec/ea' pr4r to an, drawing ar mslruction Frnck,9 may be wecled ke'hoee; but in no case shall Wms/ruclkbn of cl lee ,q proceed /wckrg Specked asps Y W swgno/ed b, be owner fo drawer -/kit al eelsl,rq tree; mere a sho, be /be cmvxtas respm Wfy to 1, w nb -We s one ro dlsignoled I- 10. Esisfng p/mrngs ire locoled k+ 9 areas os sno.n an be p/; cmrrxta show protect p/rk o scheouM 10 /Noon so os not to drn09e rnwe o Me, row/ Merit; tl. C Irxrw show astir, all ufai/y n/wsecMi by ewcowrim or bosl J00 f/ o ootmce o/ ow pjoe loyhq xliwfies The ! qne, and Owns must De cmfxled r;M cmdic/s Faskrre to cmnpy ,it. wooct repukamw/s shoe set,My 'knit /hs Cmtrxlo Han pursuktq my cA.n to cmepenro,kah rewlfk,q ham _Akls rim /be e.Nlkh9 uli'he. 12 Cmtrxtar show candy wife ow per -its and cppro,ds -elf /ar mks ootecl 13 94e S1.60ily your msetwoted -9 cmditiae; If Avng crosaunkn solurated sow, ire encaunfered con,xf the Engkres knmwc fety Erosion Control Notes 1. me /knit of beFtwbohce shoe be cNwly *,fkh t by Cmfrx/oi sun rep• p'in to cleorkhq Erosion+ and sedknw,/ eanfra Wvlc show be establlshed to fray seas-rn/ m sil¢ T me sire snow Ines be chved old grubbed As roof; slumps and akw,tnrous mote';,/, showDe -a- /ran me site me Cmrrxtar shoe mkrknkye fne awl of lit -belt /d of my given I:me fie Catrrxta show estowhb snow ,_ o cbokn **af fexe oolecl4n barn, o/ the &0 edge or ow e isfi q I- to 'ambit wither 10 ft of crostrxlkon ol'st-bole. ,j A. e, ' cm Has shall be .lewd as Wrar[ed o be puaco/4n ITe Low ASM .5W, Abedosa fbs Aherss+ f+eswwfww .hd SLOf-v LbNa and m xcwdaxe will It- ooArcr grass 4 An was4n -11 show be placed as shown m the oh,-9s o as odwed by the Cngnew. the Cmtr fo, slow mokh/Okh the norm cmwrot-eosbres blti /be Engkrew is sot/ fNd Ihot permmrnl ground rarer is es1°66bed and /not I.- e not rep.,ed /l show be the respmsiad, of me c__'_ to -aa,wie.. antra as shown m these arown9s and my other measures as necesso, /a troy wakmrn/ m site. 5 A. emws 1, / Jol and /bpsow to Ds --used m-site show be srx4paed in aeon tpprbwd by be Engkre,these slockpaes snow De s. obaded by war /ce and show ee sewdrC and /.mpaaray ,InDakewd tom wind and stir-wotw -'arbor. Cmfrxtw show -kh Zen W-Dance or at licit A. areas ,b." be seed a' and -acbwd ermn IB haws o/ r a p-adnq 1 may slabaiaolkn :hcA.dktg st_.p4r; show be necessary ha, ow disc✓bad areas Mot not _wed /w 7 Was o, 5eerwno ma _"K q snow be necessary /a 6s/urbwlt areas mot ire nor waved la 1e abn a -ire. 6. Aw arwbs or dJ/urpmcf show be permmwlty D, lam away 1MD lCywf as se on os po,iLe and gwnwoey rithkh IB lows of Me begk- g of a ioo.. Aw dl."✓'bed areas show be se also and sto694-rd ro h su 4 r rid and stir-worw, 4n pa/rntka slooakzam, -,aswee show nck munch o n Iek a Nolh Amnk:m Geer worm cm/col bal/ng crushed s/me o growl, or paaemml. 7 Accgolo64 method of s/obakaolkn show khcNW, mblcbhq (wlln nellkhq) (1.5-T lass ow xr.)w mrra, -oHkr9 (See'_' rod mo/1kh9 speci/ico/.iah crushed slow¢ a sh¢d prow( a/ powng sr/xee (caecrel¢ owbol. ere). weolleat knpwmeabb barrier; and all, mo/erkds as gporowd Dy me Enpkrew. B Any bolbgw swaVes will o slope 9rentw Ism 5X show use srme Inw9 tar sl°OJlalibl 9 when Engkh.er del_mes er mHo -,owner d se ire w,f nb tinge, A ai molwi lo,14 : cA.dnq sal, and cm._'c nafl d i; ieow D. caNct.d and F,- o/ ie o mmnw xceolob;r to the Fngkhew. /a me Cmtrxlo snow arse water / A.sl cmva /I me Cmtrxfa slow steep and rorw oar esis/nq rbwwon and new powmen/ DAwY to mon/ok, Wst col- C.usheO slm, /n.ck eoshw Dr sMbikned mrlruCtkat whrrmcw ri be 'eduked of ow sf. access pokers to prawn/ sedknrnf /ram frookhq oft- d. L,rusned sfine ref need to be oorid md/o replaced as seam/ bad yb end-ihinifet o r A,- /be elk /iwnees or Me sfine. IT Ad cows/rxlkn site «toss rood show Da cows/rxlad ki bccarbbhce rirn Me s'_'imd Cmst'-1kn Elf— °bloa 13 Ae aVslurbed areas show be VDbakred and seeatrd be'-, Chao, 15 moss the 7eea kernwls AD, wider Cmsrrx14n • are W -11k d m rite Low/ .free sure hbwddw! ,er n- rhrw .I- t 51W.. [Ywf.d le AobolAla naskon c'onfra, -a, be aLenned be-, to "-I sedknrnl Hoe Ap q rite sYe -red show be khs/o as akec/ed b, be Own, o Me Engnew. 15. the call«,- sba// be re,pmsdb/e Aar 'eoo,in9 all dW"bed arees bock ro igina cmd/ it-. bcluding b.f not time/sow to curbing siWwo/kw /onoscoping, site 1ph/ing, oec/rrc:o%one etc. I/T' oil_n s potwnenl b/an�a„ cmrrrro oow-m/ • :. lot 05A �. Cbpp u" gro[4tw base Typicol Driveway Cross Section N. rs Drivewoy Construction Notes l Ave 100W er 10 mad show gwfr to wan and Pff"W a..dw OF ft* ) 1. New briwwoy show be em,Hucted to Ill rate and 9yode shown m I"bowknq; me rood and bfaity locoteats show be os 1picowy Wroaed _N ornerwise shorn. T Ad blwroy ma a""N9 opns/rucloe showbe conpmfee ice xcardohce with Ine N h all Agency o/ 1'obvwlotkan "5/mdrd _S-;/icofkms / Colslr lol"T011• b-fee, coed Nnmml Nigh y !;1-Akol;n Ieci/ico/ible / d m thew plow; and pro,<cl speck& ot;obx N case of cmdicl, the aloe srr ngenl speck/keolkbh shall oppty os Wrn-Ned by the Engkeeer. J me Cmtrxlo shall /alone loan 1 Nwyhwb, soecirofkns (TOIL) Secret TOJ /1 An, plxnq and rpreadrq embol -Is Fall mar,' / rood wnbm4mrn( shay meet Not, /13 below and be goproted or rite Engle,. Fat show be a-- in IT" /ifls well,- and canpx/ed with sorir/xraX compoctA l saujananl to 959 or mar, dwtskfy (stow rd P o,lw). 5 Road kr five sections shall be placed and crmpocled o mkeknum a/ J / / boom lop or my uli'/y /o ee krs/odbd Defoe lrrnch d's a fe' / ppe ptocsmrnl N wrrnchee and cur sec/km; the Cmtrx(o show pro"bir o necesswy sbw/ng sbwhq and &ockg to lokelan complimce with De 09VA/H'19M regulof4n, 6 McMbeg far croslmcf4n of r Dgwea, snow c fwm to IM Nigh y _Joeciricol;+ (TO/)) TQS 17 w m Wtwmined or Ibe Engineer- ) Dense ,oded crushed It— crushed grate/ and mod b -row shot not be cmwmekhored by wak Cm 11.clio, rrofr shoe nar novel om, ,boswd areas of this mol,ka Any sbbp'aoe ar sub Dose dWwbea by Cmtrxfar, a r,ndered msuilbae by msrrucfko, xhk A show be rwnowd and reploced will rpprowd p'mulor b-- or be Cm/rxloi expenserite sub9rod, sho/ be comp«bow to olrok, or leas/ 95.T ar the mor,num ovnsiry (5lmabr1 P actor) be/oe ol_c q 'boo o, meal men/ mole'ias 8 me Own, show ply farm site sows testnq (canpxrwn, snow. and prx/o) At o minmum, T samtws of ow o99"W" molw4r eroughl to site what, be te,led 9. 5md baron and cusnm shall em/wm to Vermin/ Highway Speci/kcorhos (2OI/) 703 OJ 6 mud_ baron shall east m to be Numml IV.-y Specitkcol4 s 70104 10 Ca svbbose /o aot,neet show cm/ to vwmmr Nrgnroy Spxiricot4ns (2011) 70.05 coarse. crushed 91om1 ar 70106 0. - 9•� -shed srme ar shown m crass-sec/kit. 11. LewVhq cwrm show cmlwm to Wrmall llkghwoy $pecirof4ns (20/1) 70405 file 9radnrs 9 .9twdshah calls m to 5ecr,ah ILtI. /2. Ago w,,al, / Shoddws 12 Bi/umkews castrate oawmrn/ show cm/arm to Vl 1 Highway _%ec'1;cof4ns (2011) Secfkm 404 and 406 Bndv caws, shut/ be rlp,.r J, and tor.,h wearkhq courw shod be tspe IB, m was W/oaed Stew_ T ri, IJ Embmkmenl All far ow knperda s ,was EXCT,ID/NC BU¢LMVO$ shall be o new sp fcbrioh as follows e' 100 2' B5-too fee 6o-too /TOO JO--h,wen -6" lFA', see, anIterosion Type /V rqo rqo slgoe r, a w contra/ moiling. Areo sho// be Newlion slobnYiz within ed JO5.5 2f hours of VrgiRose / ochiering linlsh d d p/7n sail geode. pocketskets bgaps of np rap , Elev IOJ Oroinoge fabric under cornpocled stone ra A. cmoe/e used kit the canslrwfkm at cmcrere s VM shoe De o, el"okred (5 - 7 A) ma moW rile parnohd c,nehfme c able show meet sectear, 501 o/ the 9.4 of Ib / slmowa A-Aico44l far Use J500 psi ao,s A l° ,ele and how 28 W, canoe/e !ar cal rpessiw .1 n91. o1 -1500 psi stbwa[ls and curb, basted /arse ,Ohl e y 5' Aahl /der show be r siienr Brocm /i,isn titre be caA-eslAber La, 4Nrak (/pica) -tweed -it- will orphan, o// ng -wry on, comp.„kit. °nwkAVow nMkEM 114',- N. t14- pr N. s I a1"cant. f 11" gra.N jpico/ Concrete Sidewalk Detoil N. LS ef"i0ft Control Blanket _ North ATeicas G.en S75 Material Soec/roleans le�br � � a.e1 M e ,�an:w-P'wre+�✓ met M he >Mr erne w�.a,M w.e l a I nr warn wan wMwmris w�i"rollre ee.kw wmepok�ai: n• s /z- ne.rl era e. ,".. Ioa./n...ae torte. urm lr�lnr awlw,.YrYI ssI Yrw wI Aawe6l srewewr sits awl (so lAyAN/ nNly a rr e+A oalewww+wwr n6rrae �yegpyinn/MY r.se /./Maass n. nr/wtet srwxwan /w.t Mere as Awl Ian/ - eym 'D / A) b /- os Ilse sgI eo w A Isau/ wraee w M eewrb[/urr i vrvkvlb, eaw.a sae t[ae era r w e wa,sRp :°"`. ; n. a" -a[° o ,�['ao a 1 a[[w a e• dal1: y,w° we ae °m . a l� a� _ wow �� "sir:. <[a ,a °[,[z `;ow`_o , aa, a",rm."sa.�ss.wa°I�.[y� r�s`Iwn a �[�[ r�r[°rio owaeMww:a eriM101L sw[itsr.ai sir w =srsmrs,� [smear :irb; d` ."ho : nay) w awEe .o vcaw a.+a,s. i :.- (� sdE xor[s .ds, s rtb6ao e,n . woe a sri[sfvwas wewat.,[v `•e(>o"w'atrl".�•w « . e u�i'oi� e...0 wrc ,Rn6�. s">-:.sm)(a[�wawrwa, R�isrri¢wr I s ' 1..w -neat away (awe, aec rTrt[o I. met [scx i Iosn [Ir�,g (am Odr -ra"1 rn[rhs. as[ '(iomJ sviwi[tmit°ni i�o1�'Imd1pEat°tti,[°v etmri a w,ssTras rnnoow,[[r raw (son"I writ e ..• (�,,,�i'ao[:.:• <�km)-1 � +e�ro°"m,.00ee eo ,ra"w r,m :..R.t� w'" .slam" von wkr.aw a Public right-al-woy� 8� 0 Existing ground PFO/ie promo Oppropriote transition _ .- between Stobdized Construelion EntrOnce ono' Public Right or Ilby Public Ewising I 30 1 1/2" to 2" Right of I ground crushed stone way Pfon Stabilized Construction Entrance_ AVTS Fos/rn '_c' LwDaar 51o4ey ro slWe - a' wkN mkt.) I I I I� Section A -A Mood slokw biter m a./s45b of 1- -0'=tecrppa ,/w mesh webekr9 by MaSwan a wp'o.ed it I I; ro be krsrowed or cNwk,g omits and A ybea r il, of cros/.xr4n a Nor to a used al k Neew ` A oolecfkn a to al-1. c kit D, *-i b./i irk/wemce r ins i riw _fAm, be mow .w snot De inee"sase ar see Prow; Construction Limit Sorrier N ES 14M lira n Lmr Awrk ne .me .,>. rz'.rs wive Ijpe a.a Sectron_A-A,k� AJ bVico/ Temoorory Si/�_F n _ N7S SLOPE INSTALLATION NORTH AMERICAN GREEN Sit 1-le spock'g chart shoe see Aea sws^a x Ie Ioe so n. tar ro roc as 6 0 R�'"bwRo �¢s¢ia WT R (MS D r'm sit[ OO�R a' Is�aa eve a�arosrrs.[�teloYai�omni K'rH[1Mr�d."s _ _ ,tar ,.az swovn.,nr rl eorml seer . D wow a rw m[eor"FDip1 M VIDD ra duw.c,m era w [ao wsrererc "�rn.a:'owe`m'.rm°.o oo"ar:.[°,"i�r>n.,l .°a.,�r ruoscs ;a i gym 'a:'*"w`a„ � ° me er" . wk o a. ,eve. ,"[ eu.mcw 4w (arenw r �..o,oss rK a wawa .zn;.[eo:i°E s EIM-1 sPRO`�'re[ woo ,r"waot'[".c°MF0I a ai'°a"eo ours ec'o saurartcto wr"a° .°"w°i0N"`we.°r[°fsw* n'i"a. "E rw Z<)� 1a"a« del r1:r�Ira°"ad m "s[N rR. w"°ar�'aaFw^"°D ww[, a IT a ea s mw:<[¢unro err.[ oar csr.nE s,n[I .," rr wnroaerE r (lrs srss[[ ,wo,pr o.-D wit spsnooy,[i i' (sannl twin .awss [err, aw3CRr gowrCn',x ru1 .1z or s,.w w s,wa [Ew+"s ae.me ,rue a' (s ) t i aasvwr ro r_hnrt of Fin'Vh2M rn71fAf UA17C11rVC JnCnAh-!inn measure Requires Action Comments/ (Few out where applicable) Yes/No Requked Action f, sal F cr A Porowa to slope (m callow) At load kola a c No nows/2wex6w 5 Seemehl bead W i, / er 2 [emir of obrimboxe A hrxl B r- wellaeds/srrea- br/bl. S sf6DMawd Cms/rucfksn chl'- A Less Ihm TS.f road with sed At Milieu- 8- dYpth of .1- 4. sfine Check Darns A sane Cm/kqurDt4- it ru y attars alfc./'olwo c sel0"elf bdad'ooho wed 1 See slaotpaws A S.I /c 0 h obwns/gw 8 Pwlwr• Ahrk'h cover c See.. (.'f -1 f. a bred for Jar ebW 6. F areal C Ira slop.I a mire A, m e J;d B � :h m ogle/ s4fe K.Y.d c Yha[pled, ._/4WA'9 molt O. show fVhl to O..W 7 S/ahaihs/earn _. A. Fla 9roo4, -was ,IaDaited (Seal -bow, Pow: mot; etc) B rk[h Aed C. S1.04d r*_ 1-/ iecxtkn B Sew telim Basks A. 9goes stoDaiaed 8 Sedkmeh/ brad" /emoted c Sim, owltows k Ibcl 9 M/rl pv.f_/An A. h.I~ m aw ieAefs B CNm of s.d -, C. Mtvwbg A'gpens - -. A, Pa-ted 'roaboaity A. ds a waGnenf lat e B Oust not /rnr,rq rife AM trosron ontl _580MOn1 G"ontroi Measures .5holl De inspected at least weekly and otter roinfoll events greoter thou )f Erosion Control and Construction Sequence I the purposes of erosion cmfrof shoe he discussed with and q,promd by the Engkhew and the City o/ South g.Nihq/an prkr to any cbar,,g grubbing strjopk9 a -/-I;- of am kind T AN woskn mrra shod be placed os shown an fne bow:hgs ar os oWnd Dy /be Engine,. A. mlrof measures shoe be. of o mspecled wee+/, ana mointomed to / //al the a,le,t discussed oboes. The Cmtrxlo shall motnlom the en sian mrra measures astir the Engineer . sol""'a mot pwmmmt 9-ef cot, has barn es/oi%Osned and that /wths measures are not rep.lrea J Mhrn n frod medsvres ire dawned no knys er n ir, al mDlerAd oetoned keck.ohg rats anit ca +,-m cheat, de6r/s sisabe l cal an /led d dsposwd of ixc n o mmnw gotobb to the Chili - and the mow. of Essew Amc/4n. / If high,, wodi/e soar o mn/wed rite Canlrx/o may he rea.ked /o drama j.te mo/leg gobiorr iwt mattresses, rya o other measures os swy to prawn/ , m. the Cmtrxlo /shall stxk0e boy hobs to protect, of o m, all wok k, prowess Aw exposed embankments shall be 1Wsoaed seeWd and leached os/"soon as possVI offer crosta ctkn. 5 me Cmtrxlo show arse water end/ c lock chl-A* / - A,,l cmha me Cmaxra whir# at" sweep adding and new pow -ell as rep.ied ro mokrlok, aLst cmrra. / re ro a w AbisAatae a ,l FAm,019 hwM/we- Fkeish 9mdb 6' compiled - p/rnq -; Iwo Gown to be pruned os dwecred by ochilec/ W not a,.r /.eWr jy -Gr1:hq mat,ia (Curnq rr. J per /r f -, A bmsil4n 9e1edbd bark mulch, J' mkt. abp/b Cur and remove my row Durh{o beak ham tw 1/J of rmlbow Defoe boc'l Ov w/i, aloe horn /n-k E.dilwq sadp'oole III -ill -III -Ill -II Imo. her Randal anc6ar -III-III-III INola• AMnow ire now-DkedepoobDle f,ia Ham p/mt ail Tree P/onling in Londscope Detail IV 75 Joh a, z. 201J I top o/ .a/ eNwf4m _. Dare r hwlt Or+aNlkn Design AAlg Erosion Control De t ails Drown SN/1 Checked V e Scole nls Reo/ Chor/ebols Dote 4Y1ober a z tz Project 11152 South Bur/in ton• ✓er'nont A-Rff'9S a@ CANS/NC Consulting Engineers, /nar •v �� l64 Alain S'tree,' Cole/ Ir% Vermonf 05446 The Low Risk Site Handbook for Erosion Prevention and Sediment Control August 2006 How to Install: Rocks : U,.amu All04'nchstone t pen e' chasm n'mum wpM: 12own mnmwo L gM' 40 feet mnmum to, length of diwienw.e shorter, Geme- Place finer clan under entire grwel bed M.MoM ants: Red Adwithcleanstoneasrequitedtoheap sediment from tracking Ill the doden, The Low Rlsk Site Na,db,,k for Erosion Promotion and Sediment Control Anr construction a ,,d, that disturbs 1 qr mare acres of land, or i, part of a larger develoDmenl plan lit., wll d,.t 1 or more acres. requlrea a Vermont state perms m cw for on-1 d, dhto.w. frommmiw aeea Gonmruct on Goidnel Permb 39020 gu des an appl'cen[ in the debrminatlm of the Mai risk to water qualityhenthe retruabn Ar.ey end lid zits the apptcan'. mtwM I. Low aek. Modems RisM, or that wh'eh repo yes en IntlNdual era Tnees.-.'nthhhandbookaerva AA required Frown Pnw noon act Sad mint Control Plan for n sot, detemi netl m be Low Rsk' under GP39020. Comet Inli errreeon VT DEC water Quality Dlviww Stamwaer -I1035ouM Main Street BuNd ig to He. Wemrwry, VT0A.114140e Tn1: 802241 770 a 43M www.vtw.M kI,«astamwmwAbn E� h, r.�`=rwr„� aR ;expo. an,rere,< aawn.,i 50lm Cony nctlon Enhancutkn nhage and, tlWand Runaf18 S. Stew Down Channellzed Ruxtoff Purpose: SWne check demos reduce eroson In drairsge cmnnek b, Ikwing down In. ,torn 1. flow. Requirement, If them le a concentrated flow is, n A ditch a channN) of mdnnwaeI an you, stte. Men car m Inman mom check dams. Her bales n»m ,tot x tea ud in, check mme. How to instalf. Heart: No peee, then 2 feet. Center of dam should ke 9lnchee lower then one. Ne elamlbn SMr ebpea. 21 ornerier (sm p.39 for steno wbulmbn) Stone tiro: Use a mature M 2 to 9 innh stow Wkek: Dams stroultl span the wWth W dre channel act tend up Me side, W the ban. Spacing Space Me tlam, con then the bMmm (tm).f the upmream lam is at n. elevation of tin top 1c ne,al Mi,ft, f I..r tlam. l dw.Thsida:ingbequal to the hxight .(the check tlam divined by the channel Sbpe. Spacing tin lean- Helxht dmn'r S.P. In channel lk/m Maintenance: Ramtw sediment accumulated beklM M. dam 9. Winter Stabilization Purpose: Manaang consrucion sees w nnelmne erosion rid orewnt sediment boding a wage b A ye1-nd dhallenge. In Vemwm, tens challenge becomes even &seta,during the lam fall, winter. antl earl, spring m 'IN,mar cunmruaiai as -heed bete, de.cnbes Me per,od between -re, 15 and Aprii 15, wren W preys n and sediment tonnoi vgmid"th, d-ifficunnha imIs m R-lIletefalLMewslhlou9i, IMewine,and nor rig men and reins can protluce signlTrcanl flows aver frozentinesennmed 8rou,W greatN ncrwsingrhe po[en(al ldr ercewn. Requirements for Wintw Shutdown: Fo, those pwgce Met will complete emM disturbance h. to.wnet mrcd(O dber 15). the toiler rig ray i-re must be adhered to: 1. F«areas n, be atabibed by vegetarian, saediVelel tel c«nDleted no later than SeWember 15 to ensure adequate Wdwt act cove, 2 If waving i, nut completed Is Septembe, 15, edduidnel norwegaelive prced-mum h. awed In Section 3 Additional Resources HmyMtaltpla�,ape .,.wea.b era..�e.nreb.. -- ,n "1w 11 wnw.w can ore roma con- i TNNs of Contents Section 1: Introduction What Is erosion prevention And sediment cons 1 Do I need A permit? ........................... 2 AUWic"m Roos ........................... 2 Section 2: The Requirements 1. Mark Site Boundaries ...............3 2. Limit Disturbance Area. -............ .5 3. Shod.Q. Conatrucnon Ent .................. 7 4. 111 Sin Fence... ...................... 11 S. bran Upland Runts/ .. Is 6 Slow Down Chledn ized Runoff.. .. 19 7. Cdohr Permanent Controls.., .. 23 8. Stalsh. ExPdsed Soil .................... 25 9. Winter shewhotlon ...................... 29 to. Stockule So11 at Final Grade ................ 33 11. Dawerering Activities ................... 35 12. Inspect Your See ......................... 37 Secdon 3: Additional Resources Mow to olculete slope ..................... . .. 39 Howto estimae erne ......................... 39 rewvowax w�erm�e��Ywuaeo .�ao r nlmaYam"mme Mua� dwwr Nuro.e rnownw Aw needed to allay Manna, w drain tM.Vr Me alone check dam and prevent large enws fmm ce ri sediment aver the d.m. If signikant erns on wcue i,e ieee. creek Is—a liner ma(dm should re nmelleC mint tiro rarwnec H afabilite the one for the winter pmlod Title Includes e of Erosion C..h. Men ng or nett rig a e Heavy mulch layer. S-ri, w,th winter rye's.-knended on allow roc early germination during wet spring conditions 3. Where mulch 1, re ed. Appl, mushy 2incne, w1M an a- % covet MWch should re racked in sorb, "' wch nemng In open areas wlnerablew wind, wmmr.vabmzar n kuiow st zarr,. hit- rno,m„re•m sin — ckstin n�ewa,e me a .eirat.i1-� .aMrwierelcor.gim 4 m1 11m mI"ne-Twnmlpare. rl o,W wwt. Mrninq 106o Farerrtmacc.5una 340.inl,lae V422e.0 (/n:i.3aS�wce1. Rlamq.l the msnusl b snwlspme Mwrolnel Nm tens CarLwrvakn Iamrrct tnrnugtn n gram p non 1 II.S. Lwnonmmm n4gerwv. Section 1 Introduction What is erdslon prevention and sediment control? Sediment wa3hing into sudsms(. one W the large.[ alloy problems in Vermont. Sediment can kill or waken fish act do., rr,n1wm end adverselyimpart aquatic b.w., On Inm condoocudn she . w gewhon Met h.W. the sd nplace and pr«-Ifwm tiros. f«pea of env runoff', removed leaving large areas ofml exposed m Me element. Dur rig ra rf.11 or anowmao, Me exMd soil mar W easiy eroded and nempored to w.rd, usere, liken, or -lend.. To prevent this A wna.P Mir rig nu nba A almpb Precilce. e Prevent erosion and.main .11 on Me -I., omion stte moat nor used. Requirements for Winter Construction It wnmrumidn actiWuea inwhing eat dimurbance continue pant Ocweer 15 or begin bebre Anne 35, the blowing requirements must tea adhered to: 1. EMlarged ales poems, stabilized In Provide on snow niwkpihng 2. Limos of disturuanoe mwetl or r.,I-d on relktt boundary of wrote, w.rk 3. A,Isom management plan prepared with edequme storage end control dl mehweta, requiring cleared to tea mend down Sbpe of ell auras W dhturbenm and nut If stormwter treannent snumurel 4. A n,nimum 25 mot boner shall be mainbined from perhrlme, controls such agsiit fence. 5. In areas o1 derd..rce In. Bran to A weer body Zh'n 100 owe 1v rows o1sit fence mustre noed along the contour. fie Dnonage mructures must De knt open and usem snow end ice dent,. 1 Winm, soollbatlon Vermont Department or Em Innneel Conemwbon W-Qualey0-Vsiw Swnnweter Senton 103 South Main Street Building 10 NdrM Weten. , Vf 05671-0 08 Tel 802-241-3770 or 3777 Far W2-241-3287 www.vtvrmerqualiiy.olg]smmmme,h. Do 1 need a permit? Am wnmruM,on-Noy Mm di ,ow for morn acres m hod, or is part of a larger development plan Met will dbmrb 1 or more acres, require. A Veonont mme percnii far mormwabr dkchergea hom.-Ictan sites. Application Process L 0-I.. copy a Me permit and deldermine Me Rbk ,de,y of Me proposed prgect In. cermit ne W�yev In line alirydrWmammasr.Mm. T. Submt Me Notice ar anent(HOu form, notirying the Department ofynur inte,it w lean wr Atect.. Suhmx she N01 on DEC at least SO day, ber«e you den in begin cnrerrvctrdn in olbwau(4Wenx tone f r 3. anwsewn r awrmen auMmxati.n from DEC sou are cowno0 under Me permit antl may bean wrsnucuon. 4. If your pryed is determined w be - Risk', yw I— fdbw the handbook ow ens- prevention end see.-I,e 11 no your,dno oleo x your orb is rim claaifled - Low Rbk, Men you must "I'" del OwarVnent guidance in GP 390201or .Metals Rbk,nown nor Moverephrirrgan Indeldual Permit Wne. to place: • Pieta sltmwe qn me dw,nnneagembare,o At ebottomo(ebdes,Wavek ]Abet d-nh,Ihon the end of VIe slope 1 y,Dace'e eve eb e) • Enare Me lit fierce rawheea11 runoff from pare stile • Maximum d,anags areas I a« a wr llHl fact o} sin onde . ke..,It rants a«ems me mope snot up am down h16i1 • Irstan J,.rows.,wk,knc.onkVtunatobreak upflow. • Dd mtlnstall sin fenw arms, de"we. drernMe. or m butters. How (d Install silt fence: Dig. h6 title Me m LNrdi 1 f benguwtr Env. • tale film a h" fir few. • J.,. onckV dg gMe end elowe get Drw oak - ftwed-ill.rdentMesh Drw awked wirl15I-of yabr clanInch ten fabric'.. aench. saved abng whom To Vewn with .aIM pack dorm Maintenance. coma aWo lea mint-1. d e henway up Me - I • nsure Mat If m,meh uawhed in am,nd act Mere are m glow. brsreb SiR Farce 1 ,wovmmiwrwtmumaewre wmaxromwr non rwwenx=. Side Gown Crwmexzai Rknan 22 ]. Slxmnm antl done, prectkea requiring sorer dhturbence mum he Iner.r. ahead af-.n ground. 8. Much used m, tempso, sebnkmbn must re apWied at tloublelm mandam rate, or a mlmmum cl 3 inch, with an 8P90%ewer. 9. T.. , ct M-o ed Boil in advance of a matt exert, areas of MA,- sail must be meldIlzetl At Me end of each work day, with the lolling exceptlons: • e no prec iddruln woh'n 24 hours le id,ecam antl wad end nes.- in Me same di-,b. area whhm 24 hours deb steel xaa.n s rat ner<s , • Dimurbed areeetlet .'.-no antl ..,I 1.rdtf, such ore Iwu,efOundetkms orapen utility trenches. 10. Rbr to mebezel on snow or ice mamba removed w I<se [hen 1 hen thickness. 11. use stone to sebil,xe areas wch as the penmete, ct Wid no under wnsWchon or whew ucuon vesicle traffic is anticipated. Swm paths shmrld W 10 20 feet wide to accommodate vehicular traffic. Wmre, Saa,xariwn 2 Section 2 The Requirements 1. Mark Site Boundaries Purpose: Mark the site wuntlarres W Identify Me limes of n. D 1111h.g your srte win hdp w limo the a or an«banwe, Me.-<kiuirrg megaton.n end me erosion potential on Me stte. Requirements Yeu must physically mark the limits IF wn."no.n. How to comply Before beginning ronsuuc inn, walk the we boundaries antl flag ones. Dose signs, or lnkner orange edfayfor, Fence is requiretl on or Ooundary whnn 50 teat of a slreem. lake. pond «wetland, unleee the area b al,eedy ddedidWed (exIming rwds. bur .%,etc.) fr: rwgeawxsexrMupnwa we.wlmahs egwW Y Atiu,.vxara ..�. .n•Jw ;n1M �•Y.aw imnwwan w m�alyxe ew w I,nmwmmn we,Wy ens j Y mow. W.rreev Aaeuw� T3 Mw Sa Fdrea 7. Construct Permanent Controls Purpose: PBrtnamni swrmwer., heaunent practices And rucxatl W manten water qua oy en aoundeeter flaws, end want downstream fidoang. Practices Include detention ponds antl wetlands. meeredIn basin, and sm-, Ahem. Requirements: none teal Impervious• area dd yo.,. e. d, within ore Common Plan dr dw.lapment. wiu be 1 or mom res. you must aDDNfor a Slate Stormwatar Dkerne" PoIco and cwu' permanent s-I,. r. inet tit Watt the mnlIno ,I I, rnpi inmost wree alletl before the wnm,uctio l olany -mpery as surtace_a. How to comply: contact the vermant Stormwete, Pmgmm end i Icw the requirenenmin the Vermont 5wrmwser Management Mama,. Thor SMInwater Management Manual In awilable orb www.Vtwat«quality,org/,torn ne,ntm uaing. but henkrelnrates.walkwgs, Iron wnnn pxlPtlxim rvrc rFt rtnee 10. Stabilize Soil at Final Grade Purpose: son .l rig t. rate wan seed ono 1. or eronbn trot mating when n A.cnee final Wade eMe best wayto p,-. erosion while comb Wn wm,noes. Requirements: Wnh'In 48 M1oure of final grading the eonceed soil ust be seeded and mulched er covered with erosion control morning t .� F R. '� yin?,r ... t n •Nu a/ud=erwuwwewrwecawnnrw,a cwmw.wwa mwmlrc eddF,=weeerwre�l vonlnewrrnMe �mMeMu"Ix awcon oww.rerw. It maawr rid. 24 How to comply: Bring Me rate a, sections of the e. to final Wade Ae encen m possink. elm, wnmrucd nis ctenpined. Then wiu reduce Me met lo, addli.I.1 cediment and erosion lent mnsurea and w111 lad«.a Ina bxal mmaned fly: Per seedne and mulching rates.Mbw he specitketions antler Rub 8, •Sebilizoi, Exposed &it'. To.. qnl Phial Grade 2. Limit Disturbance Aron Purpose: 1.1 the amount of son aposetl al one Mr. to reduce Me potential erosion on one. Requirements: The mrm'med dmurdanw area de epecifed on the she s carmen author zmbn on dscharge Only the oenge Isred In the oAhnr'Izatlon form may be exposed m act awn t me. S. Dlvert Upland Runoff Purpose DMerebn banns marcept runoff Iron above fie c.Mand saeanddrentaamoud MeaieWrSedale.. This pow- Ietn on from be-ing muddled with sou rr«n me ronmruWwa age. Requir ants: N sbrmwaer nit ontoyour site fmm u,.,.. areas and your.n. meats me ronow;nerwd tdndeiwe, you rI smile dhrerman harm be/ore dkWrbing any.oil. 1.uY11nplen to have one or more acres or soil expdced et am one rim. (excluding weds). 2. Average slope of ire dleNrbed area b 20%1r eapec, cot 15 S. Stabilize Exposed Soil Purpose. Swedingand mukhing, Applying .-.I.Mral art rig end by ,dseedngae .11 mMreds m mob Ilxe exposed wll. Maroc. and matting pr reef the - ..I- white aese Is emablishing. Requirements: All areas «dimWbance must have temporary or ,ennnenant stabximtpn within 7,14, «21 More of morel dlmuibence, we stated In the Wolect nutnaim0on. Arley Nis tore, aer dimuibence in the area mist I» stet illxed I., the end or each work May. The fo(raving exca rt appN • Stabilix..I i, not poured It enrthwM lam wnhnua In Ua area whin the real 24 haue end there h no Wwiuumim roietaM roc fine mot za 1.—• Stehieuendn s not required T Me work ie oa:urong in eeffcontelned,wee- n,e. no dW,Q wuh a depth a 2 met or aeeer le.g house fdundmbn m,ceretion, udlnytrench.o. All areas of dieMink.w must hew permanent menu ten wrMn As hours of reaching first aade(s« pegs 331. 25 12. Devastating Activities Purpose: Treat were, pumped own dew e,1119 aMNltlea so then rt s char when Ieawngtne conmructlon arts. Requirements: Web, fmm dewetering mten ea then fldwe tiff ul the wnmrw(bn site mme be clea. Web, must rim be pumped iMa storm sewer,. lakes, or w I,,de unties the wader is abet. How to comply: Onng swk flnere or led mom flier bag, on deow ern8 dschargs hoeesw apes d' 1 g er Mo sin once encbsutas hstalled i g a e aweyremwaerewns. Aemwea neaea.ed'menl afar the weer has dhmreatl and,tahllrze the area with seed and mulch. How to comply. Ran ahead and phase the wnmructidn actwnies e that no mom Men In, pannined acreage is Men.,bedat onetime. dil with wrJ nwlch««roson oonvoi raring before n i�ng wade in a new section of Me Site. 3. Stabilize Construction Entrance Purpose: A mablltold w 1111ction eoi11re heIPI n,::ovI mod from which wneela to drew. tracking «to streets. Requirements: II Mere w 11 be Arry wM1 d. halite ph of Me co'eructonv you must tII need -Atrontn, entraxe before construct on baxins. veuNam.ean we�.•ear.�.%�mn m„u,wnP,Mlm rmm Lmx OMt.ne cn Arita HOw to ln5tall: e r eartmrunm ,a � M A- berm h.,MI, 11 meows c -Flow weM:4 fret Sdgerm WVIM 2tM 0 Flow dawn:8,nchee Side slopes: 2:l dr flnner 1. Compact Ire ben, with. -a ekno-rig equpment 2. Seed act multi, beam a cover won erosion wnhd meting mmeameN mar inmellmron 3. Stab lire Me pow chen,wl win aced eon woew mulch twl mating L'ne [tie rmnml won itch now nine chenn,e sbpe re greend, Men 20% 4 Encore the b«m drans io onokoet oudirski with npre, Ensure that there h rw kX 5 Th. d v n berm sreil rem.r in pence until the a 5lurbe0 seed are wmpleely mall d. `See ,age 39 for shoe n 1hroors omen dWend Runoff How m comply. Prepare bare soil for -., by grading the 1.3 w 6 inches M soil end removing An, largo cock, or -& 'w red sew, - A~er.n eMa�rlxcesm. knone de w[TO aa'aael 5=.,,, In..pin 15- wlrse, In ISO Wva a -an -ow eareuxebrs w,eA W�a evYMeµ pa,r rxeaae Mae xr....w..sr . ew.w.e=-+<rroe.= sod t5 fmrmsam:t men esryrtf?ban]tuWr s.t1 .1�-Mrs 35-tkv nr cos.: T n..eePi2a traky'l000sip erwebeeeeuelNMeeg eA�e aarmre,a lrwn..a.,, skdrmm pd Soil 26 Aug Dewetermg AMlvines 36 h FI 11 pwrt upem Runoff 12. Inspect Your SRe Purpose: Ired«m den in.o.Miw.m emure Mat an a,aimwrt aria are( m�or 1-aplaeo megula, reduce�cak act anmct wemr quality. Requirements: Awn every 7I., antl aMr reimeM oysn owmvltMat catch, In a akcfiarge Irvin core Mat aaNws are mmoming attandmgw Mespeciflcatlons autlinw in Mis uandbook �rmm:,t�xw.�w gaevailessetviviewkee Porcew It IN L erWsurar 7 ,gyp / �,� �OR PERMIT REVIEW ObH reNasd bxriPfion - -- - CheckeC Design M✓B Erosion Control Defoils Drawn 51Ng Checked MI9 Scale L. Reo/ Chor/ebois Date ocfPar f1 zo]s IirRffRS & LANS'!NC Consulting Engineers, /ne. 164 Alain .Street, Colch, �; Vermont 95"S KREBS & LANS._.� CONSULTING ENGINEERS, INC. 164 Main Street Ste. 201 COLCHESTER, VERMONT 05446 (802) 878-0375 Fax (802) 878-9618 klengineers@comcast.net JOB l SHEET NO. OF_ CALCULATED BY DATE CHECKED BY DATE SrAI F CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 30 day of November, 2012, a copy of the foregoing public notice for Conditional Use Application #CU-12-06 was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) Issa III W. Sawabini 4 Twin Brook Court South Burlington, VT 05403 Property Location 4 Twin Brook Court Parcel ID 1730-00004 Carol Geske 15 Twin Brook Court South Burlington, VT 05403 Property Location 15 Twin Brook Court Parcel ID 1730-00015 Christopher Garcia P.O. Box 1223 Williston, VT 05495 Property Location 25 Brigham Road Parcel ID 0270-00025 Dated at Colchester, Vermont, this 30th day of November, 2012. Printed Name: Michael J. Burke Phone number and email: (802) 878-0375 - email*,krebsandlansing.com Signature: xi 0- - Date: Novemge 3r 2012 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Deportment of Planning & Zoning r ie south ur lligto PLANNING & ZONING PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on December 18, 2012 at 7:00 P.M. to consider the following: 1. Conditional use application #CU-12-06 of Real Charlebois to: 1) raze existing single family dwelling with a 1,724 sq. ft. footprint and construct a new single family dwelling with a 2,335 sq. ft. footprint (a 35.4% increase), and 2) install shoreline stabilization, 17 Twin Brook Court. 2. Preliminary plat application #SD-12-25 of City of Burlington/Burlington International Airport for a planned unit development to construct a 30,938 sq. ft. building to accommodate the Burlington Aviation Technical Center and the Vermont Flight Academy (personal instruction), 10 Eagle Drive. Mark Behr, Chairman South Burlington Development Review Board Copies of the application are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. November 29, 2012 57S Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www,sburi.com ......................................................................... .................................................................... "Other Paper WWW-oth,., .............................. .............. . ........ .............................................................. ................... . ........................... ..... ............................. .............. Classifi'eds FREE CAREGIVERS HIK[N Public will assist with daily non -medical ARTIFICIAL CHRISTMAS TREE: 6 ft. tall, Merfs needs and personal care, transporta-- good condition. 864-5979. (11/21) $75. 5d Lion to appointments, run errands, do light honsekeeping, escort to FOR -SALE g 01; N vh*v SIGS:I New ii special events, etc. Let us help make ARMCHAIRS: lWol- handcrafted in Ver- bindin PUBLIC HEARING your life safe and more manageable. mont. Unique snow patte I rn with rawhide s SOUTH BURLINGTON DEVELOPMENT REVIEW Call us at 657-3357. seats -and backs, oak wood. Gently used. SNOW BOARD $900/ pair. 865-3959 (11/29) R14. U BED: Captain's twin bed with headboard -(11/15" The South Burlington Development Review shelves and under -bed storage unit with SNOW Board will hold a public hearing in the South AFFORDABLE four drawers and a door. Solid pine, excel- R14.-U,, -Burlington City Hall Conference Room, S75 APARTMENTS lent condition. -$350.859-9978. (11129) (11/15) Dorset Street, South Burlington, Vermont on [lines Senior Living December 18, 2012 at 7:00 P.M. to consider Community in South Burlington offers CRIB: Full size baby crib with mattress, fit - the following- STROL I & 2 bedroom apaments. ted sheet. Gently use apartments. d. You disassemble. 658-57' 1. Conditional use application #CU-12-06 of Rent includes all utilities. ExceRent condition. $75. 862-2849 (11/15) Real Charlebois to: 1) raze existing single Optional living and health services. WINTI family dwelling with a 1,724 sq. ft. footprint Community tour DRESS SHOES AND BOOTS: Nearly new 5. Brou and construct a new single family dwell dress shoes, size 7 1/2 ; 2" ' heel,, in black, high wi - every Wednesday navy, grey, tan, and cream. Also boots: to foot, ing with a 2,335 sq. ft. footprint (a 35.4% increase), and 2) install shoreline stabiliza- at 12:30 p.m, two pairs, insulated, size 7 1/2, 2" heel in 5901; le tion, 17 Twin Brook Court. 865-1109 black and tan. $8 each or aH for $20 - .864 5979. (11/21) 2. Preliminary plat application #SD-12-25 of WINTE one wi City of Burlington/Burlington International Holiday.Chorus seeking newvoices for the INFANT PLAY YARD: Graco portable in117. $11 Airport for a planned unit development to season. Join the Green Mountain MeiYs fant play yard / bassinette. Used 2-3 times, construct a 30,938 sq. ft. building to accom- Chorus singing traditional holiday songs $35. 658=5775 (11/29) modate the Burlington Aviation Technical during the November -December period. VEHIC Center and the Vermont Flight Academy Rehearsals are Tuesday evenings from ITEM: Norman Rockwell plate"Freedom of CAMPS (personal instruction), 10 Eagle Drive, 77 9 p.m. at St. Francis Xavier school in Speech" numbered in box. $10. 497-0865 DODGI Mark Behr, Chairman Winooski. We will be singing at UMall, tree (11/15) - South Burlington Development Review Board 4ghtings, senior centers and on oui r Holiday passenj cruise, Show at Vermont College in Montpelier on KITCHEN APPLIANCES: Cuisinart blend- new rea Copies of the application are available for pub- December 2nd. Comehave some fun and get. er/ food proc.essor,.excellent condition. tained a lic inspection at the South Burlington City Hall. into the spirit of the season. Call the Green $ 10.' Cuisinart 64n-one grfll with waffle 4 studd ain Participation in the local proceeding is a pre- Mount Chorus at802-505-9595.(11/15) -grids, used three times, dishwasher -safe. winter. requisite to the right to take any subsequent appeal. WANTED $40 (value $185). large crock pot with car- put. Kel rying tote, used twice. $20. 497-1343, leave $1,850 c November 29, 2012 message. (11/29) BUNK BEDS: One set, with or without mat-. NISSAP tresses. To sell or donate. 652-7338 (11/21) LAMP: Becky Doll Lamp. 28" high w/ manynt heavy ceramic base. Dressed in light blue window Www-otherpapervt.co M "lowered dress with lace and matching blue separate fabric shade. Vintage lamp from Robert June 201 Thomas Interiors. $35. 497-0865 (11/15) SAAB 9 LIXIING. ROOM CHAIR: Swivels and re- sedan w -onarate storage has- conditio KREBS & LANSING CONSULTING ENGINEERS, INC. 164 Main Street Colchester, Vermont 05446 klengineers@comcast.net (802) 878-0375 " U FAX (802) 878-9618 TO: Ray Belair Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 LETTER OF TRANSMITTAL Date: 10/12/12 111162 I Attention: Ray Belair Re: 17 Twin Brook Court Shoreline stabilization, razing an existing residence constructed before April 24, 2000, and construction of new residence. WE ARE SENDING YOU: XAttac ed ❑ Under separate cover via the following items: ❑ Shop drawings Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ CD Conditional Use Application and Supporting Information, Emails Requesting Jurisdictional Opinions COPIES DATE NO. DESCRIPTION 5 10/8/12 X-1, C-1 though C-3 Plans X-1 and C-1 thought C-3 Full Size 1 10/8/12 X-1, C-1 though C-3 Plans X-1 and C-1 thought C-3 11x17 1 10/12/12 1-5 Application, fee, and supporting information 1 1 Abutters List 1 10/12/12 1 Copy of email to Mike Adams, Army Corps of Engineers requesting Jurisdictional Opinion 1 10/12/12 1 Copy of email to Steve Hanna, Lakes & Ponds requesting Jurisdictional Opinion 1 10/12/12 1 Copy of email to Julie Foley requesting Jurisdictional Opinion 1 10/12/12 1 Copy of email to Jeff McMahon requesting project review sheet 1 10/12/12 1 Copy of email to Chris Brunelle requesting Jurisdictional Opinion on Stream Alteration 1 10/12/12 1 Copy of email to Peter Keibel requesting ACT 250 Jurisdictional Opinion THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval XFor your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Retur ed for corrections ❑ Return corrected prints El For review and comment For Conditional Use review ❑ For Permit Review ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US Mailed: REMARKS: We are submitting a Conditional Use Application, plans and supporting information for shoreline stabilization and to relocate and construct a new residential structure. The subject property is located in the Queen City Park district with parts of the property in a 50ft stream buffer, a 150 ft buffer from elevation 102' on Lake Champlain and floodplain overlay Zone AE. The plan has been prepared using strategies outline in The Shoreline Stabilization Handbook including slope re - vegetation with native species, relocation, and biotechnical erosion control methods. Do not hesitate to contact us if you have questions or comments regarding this project. COPY TO: Ronald Charlebois SIGNED: Michael J. Burke, P.E. 11162: Transmittal to R.Belair 10.12.12 STATE OF VERMONT DISTRICT OF CHITTENDEN, SS. IN RE THE GUARDIANSHIP OF: REAL R. CHARLEBOIS of Burlington, Vermont CERTIFICATION OF RECORD PROBATE COURT DOCKET NO. 13728 I, Debra J. Brunell, Register of the Probate Court for the District of Chittenden, having by law custody of the records, reports or documents recorded or filed in the Probate Court, certify that the foregoing or attached copy of: APPOINTMENT OF CO -GUARDIAN, in the Guardianship matter of Real R. Charlebois of Burlington, Vermont in said District, is a true and correct copy of an official record or report or entry therein of the Probate Court for the above named district, or of a document authorized by law to be recorded or filed and actually recorded or filed in the Probate Court for the above named district. IN TESTIMONY WHEREOF, I hereunto affix the seal of the Court and subscribe my name, at Burlington, Vermont in this District, this 10"' day of June 2009. Register C STATE OF VERMONT DISTRICTOF CHIT"IBNDEN, SS. IN RE TIIE GUARDIANSHIP OF REAL R. CHARLEBOIS OF Burl inzon, Vermont APPOINTMENT OF CO -GUARDIANS PROBATE COURT DOCKET NO. 13728 For the reasons stated in the findings and conclusions, the Probate Court for the District of Chittenden appoints Ronald R. Charlebois of Burlington, Vermont and Roger D. Charlebois of Essex Jct., Vermont as co -guardians for the above named person. You are granted the following powers with respect to this guardianship: R 1. To exercise general supervision over the person under guardianship. This includes care, habilitation, education, and employment. * see agreement fo the parties; ® 2. To give or withhold consent to medical or dental treatment, subject to the provisions of 14 V.S.A. 3075 and any constitutional right of the person under guardianship to refuse treatment. 9 3. To exercise financial supervision over the income and resources of the person under guardianship. ® 4. To approve or withhold approval of any contract, except for necessaries, which the person under guardianship wishes to make; ® 5. To approve or withhold approval of the sale or encumbrance of real property of the person under guardianship subject to the provisions of 14 V.S.A. 2881, et seq. R 6. To obtain legal advice and to commence or defend against court actions in the name of the person under guardianship. In discharging your obligation, you shall: E file with the court within 30 days a true inventory of all the real and personal property of the person under guardianship. E render a personal status report on each anniversary of your appointment date. rmanage and dispose of the estate and effects according to law and for the best interests of the person under guardianship J render an account of the property of the person under guardianship each year on the anniversary of your appointment or at any time the court may require. rx upon expiration of this appointment, render and settle the account and pay over and deliver the estate and remaining effects to persons legally entitled to same. z provide public notice of the limitation of the person under guardianship's ability to contract if so ordered by the court. (see Rule 80.1) All Guardians are required to perform their duties acco ing to th e instructions, the rules of probate procedure, nd/the laws of Vermont , D Dated `/ ��! Signed Judge Probate Court, District of Chittenden (SEAL) Abutters List Real Charlebois 17 Twin Brook Court Issa III W. Sawabini 4 Twin Brook Court South Burlington VT 05403 Property location 4 Twin Brook Court Parcel ID 1730-00004 Carol Geske 15 Twin Brook South Burlington Property location 15 Twin Brook Parcel ID 1730-00015 Christopher Garcia P.O. Box 1223 Williston, VT 05495 Property location 25 Brigham Road Parcel ID 0270-00025 lade/2011111.162/abutters list y u r s ram- � ,� �, ; �� ,�.��_ •"�!i '�. r *� . s t t. r Wetlands Map y South Burlington, Vermont Town Bo unda ry f v Roads a Stream Centerline Water Body Water Body Ponds Wetlands Sources: T 1:5,000 1999 digital orthophotos. ' 1:40,000 1992 CIR photos. 2000 O'Brien Wetland Study. All data in NAD83, Vermont State Plane coordinate system. Production by City of South Burlington Dept. of Planning & Zoning, 575 Dorset St., South Burlington, VT 05403. PH: 802-846-4106. Generated 3112/01 Ff �l' -7,ie 1WDis The accuracy racy of information presented Is determined by Its sources: errors and o nissions may wdst. Ths C ity of Souk Burlington is not responsible for these. Questions of on the ground location can only be resolved by site Inspections, and/or surveys by a registered surveyor. Hence this map Is not sufficient for delineation of features on the ground + This map Idantlfles the presence of features, and may indicate relationships belvreen features, but is not a replacement for surveyed information or engineerin studies. 1 0 1 Miles Krebs and Lansing Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, VT 05446 Telephone (802) 878-0375, Fax 878-9618 email@krebsandlansing.com Shoreline Stabilization Plan 17 Twin Brook Court South Burlington, Vermont October 10, 2012 Prepared By: Michael J. Burke, P.E. The wind and high water event in the spring of 2011 on Lake Champlain caused significant erosion along the shoreline of 17 Twin Brook Court and flooded the basement of the existing residential structure to a depth of three feet. The unusually low lake water levels of 2012 have temporarily protected the shoreline from further erosion, but given the parcels close proximity to the widest part of Lake Champlain, with 10 or 12 miles of water for the wind to fetch waves, it is inevitable that the shoreline of 17 Twin Brook Court will experience three to five foot waves several times a year. If lake levels are at 95 feet, the wave action will have little effect on the shoreline. If the water level is at ordinary height of 98 feet or higher, the erosive effect of wind driven waves on 17 Twin Brook Court is significant, with wave action under cutting and eroding the existing shoreline of the property. Lake levels above elevation 100 feet result in flooding of the existing basement of 17 Twin Brook Court. While basement flooding occurs less frequently then wave erosion, the result has been foundation damage, odor and mold growth in the hollow cores of the foundation blocks and rotting of wood framing. The Applicant seeks to protect the property from further wave erosion and to establish a new residence on the property. To achieve these goals, we consulted the Shoreline Stabilization Handbook for Lake Champlain, lakeshore stabilization recommendations from ANR Lakes & Ponds section and Landscaae Plants for Vermont from the UVM Extension Service. The following is a brief description of the erosion control measures and avoidance methods proposed to stabilize the shoreline of 17 Twin Brook Court: Page 1 of 4 Shoreline Stabilization Plan 17 Twin Brook Court South Burlington, Vermont October 10, 2012 EROSION CONTROL METHOD DESCRIPTION Non Structural Method Raze the existing residential structure and Relocate Residential Structure foundation. Move back to 100 ft from elevation 98'. Construct a new residential structure, with a slab on grade/foot will foundation. First floor elevation will be 107.5'. (See Plan Sheet C-1) Non Structural Method The landscape plan has been prepared to describe Re -Vegetation with Native Species re -vegetation of the slopes to the north and south with native species selected for their tolerance of sandy soils and the given sun/shade environment. Ground cover plans have been selected for their spreading growth pattern, bank holding ability and growth pattern that will allow them to complete with buckthorn and vines. See below Figure 1 (page 3) and Plan Sheet C-1 for a description of the native plant materials from Landscape Plants for Vermont from the UVM Extension Service. Vegetated Riprap As a measure to resist wave erosion, install sloping rip rap along the shoreline along elevation 103', key the sloping riprap into the existing shoreline to elevation 105'. Plant Virginian roses, a native to Vermont wild rose in topsoil pockets in gaps between rocks along the toe of the rip rap. The vegetated riprap has been sited at 103' to provide protection for less frequent erosive high wave events. The roses should be able to develop root balls that will resist lesser wave erosion for the sloping riprap with a toe elevation of 103'. The vegetated riprap is above the 100 year flood level of Lake Champlain (elevation 102'). The Army Corps regulatory level of 98' and the State of Vermont level of 95.5' and will not contribute to increased flood elevations. Page 2 of 4 Shoreline Stabilization Plan 17 Twin Brook Court South Burlington, Vermont October 10, 2012 FIGURE 1: Description of Native Plant Materials from Landscape Plans for Vermont. Scientific name and Landscape Mature Hardiness Landscape common name function and height and zone and interest by season form spacing exposure Juniperus horizontalis - Bank or ground 6-12" - 3B Evergreen foliage Creeping Juniper cover front of 2-3' - Full sun bronzes in winter - Creeping sun * Foliage cover varies from steely blue to green. Will not stand any foot traffic. Sambucus canadensis - Border, masses 8-10'+ - 3B White flowers in American Elder 6-10+ - Full or partial late June. Blue - sun purple fruits in September *Very showy in flower. Somewhat weak - stemmed but valuable for wet spots, pond banks, etc. Rosa virginiona - Border, thicket, 4-6' - 3B Red twigs in Virginia Rose hedge. 3-6' - Full sun spring. Pink to -Upright oval purplish flowers in June. Red/orange fall foliage with *Excellent wild rose for red fruits, and red landscape use. twigs and fruits for winter. The proposed non structural and structural erosion control measures will mitigate erosion on the site by stabilizing banks and shorelines eroded by wind driven waves and high water. The Applicant proposes avoidance of future damage to the residential use of the property by moving the structure as far as possible from the shoreline. The strategy of avoidance also applies to the vegetated riprap slope protection which will be placed at elevation 103', above the 100 year flood level, the Army Corps of Engineers regulatory level of 98', and the State of Vermont level at 95.5'. The 2 ft ± level of the rock slope protection will be significantly screened by planting of Virginia Rose, a native Vermont species and it will not contribute to increased flood levels. Page 3 of 4 Shoreline Stabilization Plan 17 Twin Brook Court South Burlington, Vermont October 10, 2012 Cost Opinion for Native Vermont Landscape Plantings Common Name Botanical Name Size Number Unit Cost Extension Creeping Juniper Juniperus horizontalis 12-18" spread 45 $ 35.00/ea $1,575.00 American Elder Sambucus canadensis 3-5' B&B 24 $150.00/ea $3,600.00 Virginia Rose Rosa virginiana 18-24" spread 14 $ 50.00/ea $ 700.00 American Arbor Vitae Thuja occidentalis 5-6' B&B 20 $100.00/ea $2,000.00 Total: $7,875.00 Calculation of Existing and Proposed Residential Footprints (Including Eve Overhangs) Existing Single Story Residence Proposed Two Story Residence • Footprint including 2ft eve overhangs • Ground floor footprint for residence (28 x 48)+(19 x 20) = 1,724 SF and garage with 1ft eve overhangs (44 x 38) + (26+27) = 2,374 SF • A 50% increase in footprints is allowed • The proposed 2,374 SF foot print is as a conditional use for pre-existing smaller than the 50% increase in structures if they were constructed existing footprint allowed as a before April 24, 2000. conditional use. 1.5 x 1,724 SF = 2,586 SF 11162: Shoreline Stabilization Plan 10.10.12 Page 4 of 4 Krebs and Lansing A From: Krebs and Lansing [email@krebsandlansing.com] Sent: Friday, October 12, 2012 1:59 PM To: Isteven.hanna@state.vt.us' Subject: Request for a Project Review Sheet - 17 Twin Brook Court, South Burlington - Tax Map Parcel 1730-00017 Box 134 Page 158 Attachments: C-1.pdf; X-1.pdf We are enclosing a proposed site plan to install slope stabilization and to raze an existing residential structure and replace it with a new residential structure at 17 Twin Brook Court in South Burlington. We are requesting a project review sheet for the subject property. The parcel fronts Lake Champlain to the west and is bordered by a small stream to the south. There are no mapped wetlands in proximity to the parcel. All improvements will be above elevation 102'. There will be no disturbance to the stream. The lot was created in April of 1963. Please feel free to contact us if you have questions, comments, or would like to schedule a field visit. Submitted by, Michael J. Burke, P.E. Michael Burke Krebs and Lansing Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, VT 05446 802-€378-0375 / 802-878-9618 fax email 0krebsandlansing.com Krebs and Lansing� From: Krebs and Lansing [email@krebsandlansing.com] Sent: Friday, October 12, 2012 2:00 PM To: 'chris. brunelle@state.vt. us' Subject: Request for a Project Review Sheet - 17 Twin Brook Court, South Burlington - Tax Map Parcel 1730-00017 Box 134 Page 158 Attachments: C-1.pdf; X-1.pdf We are enclosing a proposed site plan to install slope stabilization and to raze an existing residential structure and replace it with a new residential structure at 17 Twin Brook Court in South Burlington. We are requesting a project review sheet for the subject property. The parcel fronts Lake Champlain to the west and is bordered by a small stream to the south. There are no mapped wetlands in proximity to the parcel. All improvements will be above elevation 102'. There will be no disturbance to the stream. The lot was created in April of 1963. Please feel free to contact us if you have questions, comments, or would like to schedule a field visit. Submitted by, Michael J. Burke, P.E. Michael Burke Krebs and I.,ansing Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, VT 05446 802-878-0375 / 802-878-9618 fax email@)krebsandiansing.com SAA Krebs and Lansing From: Krebs and Lansing [email@krebsandlansing.com] Sent: Friday, October 12, 2012 2:00 PM To: 'Adams, Michael S NAE' Subject: Request for a Project Review Sheet - 17 Twin Brook Court, South Burlington - Tax Map Parcel 1730-00017 Box 134 Page 158 Attachments: C-1.pdf; X-1.pdf We are enclosing a proposed site plan to install slope stabilization and to raze an existing residential structure and replace it with a new residential structure at 17 Twin Brook Court in South Burlington. We are requesting a project review sheet for the subject property. The parcel fronts Lake Champlain to the west and is bordered by a small stream to the south. There are no mapped wetlands in proximity to the parcel. All improvements will be above elevation 102'. There will be no disturbance to the stream. The lot was created in April of 1963. Please feel free to contact us if you have questions, comments, or would like to schedule a field visit. Submitted by, Michael J. Burke, P.E. Michael Burke Krebs and Lansing Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, VT 05446 802-878-0375 / 802-878-9618 fax email@krebsandlansing.com Krebs and Lansing From: Krebs and Lansing [email@krebsandlansing.com] Sent: Friday, October 12, 2012 2:00 PM To: 'Foley, Julie' Subject: Request for a Project Review Sheet - 17 Twin Brook Court, South Burlington - Tax Map Parcel 1730-00017 Box 134 Page 158 Attachments: C-1.pdf; X-1.pdf We are enclosing a proposed site plan to install slope stabilization and to raze an existing residential structure and replace it with a new residential structure at 17 Twin Brook Court in South Burlington. We are requesting a project review sheet for the subject property. The parcel fronts Lake Champlain to the west and is bordered by a small stream to the south. There are no mapped wetlands in proximity to the parcel. All improvements will be above elevation 102'. There will be no disturbance to the stream. The lot was created in April of 1963. Please feel free to contact us if you have questions, comments, or would like to schedule a field visit. Submitted by, Michael J. Burke, P.E. Michael Burke Krebs and Lansing Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, VT 05446 802-878-0375 / 802-878-9618 fax email@ krebsandlansing.com Krebs and Lansing From: Krebs and Lansing [email@krebsandlansing.com] Sent: Friday, October 12, 2012 2:01 PM To: 'Keibel, Peter' Subject: Request for a Project Review Sheet - 17 Twin Brook Court, South Burlington - Tax Map Parcel 1730-00017 Box 134 Page 158 Attachments: C-1.pdf; X-1.pdf We are enclosing a proposed site plan to install slope stabilization and to raze an existing residential structure and replace it with a new residential structure at 17 Twin Brook Court in South Burlington. We are requesting a project review sheet for the subject property. The parcel fronts Lake Champlain to the west and is bordered by a small stream to the south. There are no mapped wetlands in proximity to the parcel. All improvements will be above elevation 102'. There will be no disturbance to the stream. The lot was created in April of 1963. Please feel free to contact us if you have questions, comments, or would like to schedule a field visit. Submitted by, Michael J. Burke, P.E. Michael Burke Krebs and Lansing Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, VT 05446 802-878-0375 / 802-878-9618 fax email@krebsandlansing.com Krebs and Lansing From: Krebs and Lansing [email@krebsandlansing.com] Sent: Friday, October 12, 2012 2:02 PM To: 'Jeff. McMahon@state.vt. us' Subject: Request for a Project Review Sheet - 17 Twin Brook Court, South Burlington - Tax Map Parcel 1730-00017 Box 134 Page 158 Attachments: C-1.pdf; X-1.pdf We are enclosing a proposed site plan to install slope stabilization and to raze an existing residential structure and replace it with a new residential structure at 17 Twin Brook Court in South Burlington. We are requesting a project review sheet for the subject property. The parcel fronts Lake Champlain to the west and is bordered by a small stream to the south. There are no mapped wetlands in proximity to the parcel. All improvements will be above elevation 102'. There will be no disturbance to the stream. The lot was created in April of 1963. Please feel free to contact us if you have questions, comments, or would like to schedule a field visit. Submitted by, Michael J. Burke, P.E. Michael Burke Krebs and Lansing Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, VT 05446 802-878-0375 / 802-878-9618 fax email@)krebsandiansing.com Notes 1. Elevations are based on USGS datum of NA VD 1988. fie topogrophic conditions shown on this plan ore based on o topographic survey performed by Krebs & Lansing on June 30, 2011. 2 This is not a boundary survey Approximate property lines ore based on Tox Mops from the Town of South Burlington. J. The underground utilities shown on this plan ore based on visible utilities located during o topographic survey performed by Krebs & Lansing on June 28 & 29, 2011. This survey was done without the benefit of dig safe markings. Underground utilities ore opproximote and not warranted to be exact or complete. Dig Safe shall be contacted prior to any excavation. i 1 i I 1 / I \ I I Approximate I hairline o/ Laee hem 29, I ,wne 29, Toil I i I i ` I t i I L eoend '- Traverse point a Iran pipe - found x100I' Spot elevation — - - Property hne/Right of Way 9� Existing ground contour Existing Tree Lines Lake Champlain Shoreline 6129111 —ono Overhead Power s Approximate location existing sewer line Approximate drainage way Location of photograph ' \` `—mutts 10990' l0' PVC SON L onerEopmg oed// 0 me x,e6r Moq LYroNe6ds. p Shde Location Mon "A Mot o/ 5ehdi✓ision. Nor to xeYe \ / mono conenvcro,, mc. IVEL-IN 2 20412 Budingtor 0' 5' t0, 20' 40' 60' Bar scale - to' Photooroah 51x Photooroah Fye Photooroah Four S—M side of 6u,7d0g. rr of bosement oPprarimolNy So .—t comer o1 building fxishng cedar hedge d q eestedy 1005 0erinq hirql water event of 2011 Mere was up to roof with 24" orarhorq. prgoerty line. A—oge height 12 N J feet o1 water in the cNlor Photooroah One xtro a shoreline of Pr P I,. eroded dmk ito 3 /r. a Photooroah Two Wove ansion and undercut of exWs 9 snorelme. For Permit Photooroah Three Review Exisnnq residence looYmg west to /oee. Note /ergs trees along the snore. and exrsrrng mowed /own. note ra Oescriphon Chol- Design MQ Ex1'st1;,?g Conditions Plon Drawn JAQ/CM Checked MJ9 Scale I" -to' Real Chal-lebois Dote ooroeer 2 zmz Project 11162 17 T in k South Bun A'RZ,&S d- LANS/NC Consulting Lngineers, Inc. 16-V Alain Street, Colchester, Vermont 0"46 X1 l Notes 7. Elevations are based on U. S. G. S. datum of NAVD 1988. The topographic conditions shown on this plan ore based on a topogrophic survey performed by Krebs & Lansing on June JO,, 2011. 2. This is not o boundary survey. Approximate property lines ore based on Tax Mops from the Town of South s$ Burlington. h£ J. The underground utilities shown on thl's plan ore based on s$ visible utilities located during o topographic survey a performed by Krebs & Lansing on June 28 & 29, 2011. This survey was done without the benefit of dig safe markings. Underground utilities ore opproximote and not warranted to be exact or complete. Dig Safe shall be contacted prior to any excavation. AU_8 1 NIF Geske Exist/ q Building pl—Was nairwrrms) wooled Jac. wiM 18" saweac 1 top hw �wserr. \,a' tree .Nfep nMp \\concrete sot nal ' � \ patio om \ 1 iris /n u ro ee rolwd 1 \ Esislorp Inf Ge usTa-A-an/w Norl� Arbor 7oa�r opprovmrole/Y 5 /f. I � {� �p V I9 — Y �— �`�• age New House 'orlebois' ' 1+ 6' 42' \ a x with S' sid Walk 9uudep hhe M A2 J 60d nail , PP \El" 03' ' — I N.w fik'ia+p whoop wear. ed thg nee M . oeros Moop Yh Y^Na nai th 1) tad J' as WB' 50' P.eswr...:srmp spr r ce and\ eamia /shoe I prig /o / Use 14 ✓ermonl N9IAa Amens twv don f� a�rovon /e/r 5 //. lei. 3'-4' higM1 B R N/F wapafy foe es Garcia [oo De o/on9 censer line I �� f s(ream o! i/r'ea I i sroear¢e J ,a" PK SaR App�ymer�l�ofmn of r nr o/ 0, ors Noy s'Ce 119. 11B, Pfof o/ SuDWnsrm, r o crosrmcna,, me 135_... _............ A� h1 o• ,e ., I 130 MT _.___t_l.p_,lcn ____ __—.__.___.___ __y////--- 1NPe'w sn9orsose ,.. ownasg Ro' f Plot, 125.5 125 s� .� 7 cedar 120 hT__. x iv owleOon9 Znd hoar 11-� 6.5 TITS -Ww rTd neipht 11: 115 New _.Vetotednp top sage top rip top I Ex.I House and i 9ro 1 1055 New r¢dsn as, New House Slob on Grade New Goro Slob w G ode 110 -. ! _. / dat/aa-to- - L._-1 with Frost wogs tb-datiwr._. eit/f Frost wo//s /wndotion. .... _ _ _ - -. d. FF 1079 FF f 7 FF 1070_--_ - - i- - - - -_-_.'- - 105 '-.-_ - ---- y N__ _ -.. gino rose __ -- \\'C A.u- yre osr nm p/Doted of 100 ,we._.. __._. __ �_. _- _ _-•-_ _ _. _. pods ar pmat __.. _- _____._.-_-_ bose of rip Ewsop (Aucbm yrods of Awpge ws Awobe R-e buadm lots st2c(rcw giode or yasrgyrlan grade 9 coma rop in gaps, 9rau"d emrmg euddmp !a5@ „ten 105a /as 5' on center. g,6 s g 0+00 0+10 0+20 o+JO 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+J0 1+40 1+50 1+60 1+70 1+60 1+90 PFofile View of Alignment A -A Hon:r nto/ and ✓ertico/ sco/es 1"=f0' Location Moo L e5 e� w.ar....t v peep N� i, Troverse point Sowcbini 0 Iron pipe - found x100.1' Spot elevation line/Right of Way fProperty Existing ground contour J..7�.il.�.J Existing Tree Line / Edge of mowed gross - - - - - Lake Champlain Shoreline 6129111 my overhead utility s Approximate location I exisling sewer line Approximote droh7oge way ---J29---- Existing ground contour 1 Footprint of proposed new residence u` Cove overhang anho e \ New Paved Driveway m Fie_-t/on 4,77' Ex/'sting building to be razed — Silt fence erosion control with barrier tope O—,_r— Barrier fence 9 RECEIVED OCT 12 2012 City of So. Burlington a' S' la' 20' .0, ryp Bar Scole For Permit Review nor¢ re escrpnon Checked I Dore Design M.B Site/Londscoping/Erosion Control Plon Drown swH Checked AI..9 scale =1°' Rea/ Char/ebois Dote ocrma a zaz Project 11162 South BuHkl fan, V ARAWS & "IYS/7YC Consulting Engineers no. �, 164 Alain Street, Colchester, l7ermont 05446 l Construction Notes I Me memoes and mart:ds o/ cwsrn.crian tool cool ro me infest s(wdwds a! Me GfY o/ Sou(n BunAgfon and foe State o/ germonG Alr the shill be m cm/ stints wit. .'tines and oppro ors Issued the protect, to case b tannic/, the mwe sfr s s// be obw sod/ gopy os tle(wi ood by the Engines. All work ¢lot/ be done in o wwxmonrke manx, and cpefetl in the time peci%ed by Ownw. 2 the Contract« enal be reiowside ear oo eW and motwfos shoen and required fo noee the pb tompefe. Atese anwmgs do not show e y %fling « ppwlenonce. Mofwiole shill be os .spa ;Aid m the &IM gs. Moms/mNrwe product ,r Xcotims end/ be submitted for d/ motrws ro the En9Aew /w'prowl pit« to ersfdtorion J the locative ond tie of erfsfing unewwound uhYittes is not ono onred fo be Brent I, ompe/e. Ma Coot -to, sbo, field /000fe I,, ulflptes and slid/ -,I ct o/lecfe0 vfA'ry company, (ne Engineer we me Ci(y o/ 5oufh Bunurglon Ydr to ma g ony hook ups. Me Cont-to, shot be sdwy nov-A/e /a dt eristm9 uenfties and Men unmfrrupre0 services. An oR-si ee Do01N,, sheeting and shwinq, derofenng, clewing ond 9,..,ng, rostw cwbd. dvst cwbd, fro/tic cant,&, gadmq, and on rncidentds snort be he/uses - port o/ me requited Bork. 4 Report of ill I,se obee areas, grceeg, seeds,, mu nog rapes of ,Does onI curbe. poMg wtl Ifnr hcieentds ore mduded - pair If the requited wont, All aaelrbed oreoB end, be homed and mdched unto pemron-I graved cow A,-tobiened 5 Me c-Poctw ~ wiry on 1-4-to cwlro✓ ono Iempw y bench marks batons use. 6 Me workmen and P .tic Boat be protected by Me conbocrw been ony onI d/ nororos con acted eirn Me c_tn ctton work. Gbm eronwes morwias I, equipment etfnh Me _a ' /dties we to be guwoed by Ile use of odeq,.Ie bomcodes w Nov men. Albwnc.des left in posietan ownight we r. be OrpeNy %gored Merosene pots we nI( wn'toled (o ode. IMen work n s /he usode po-'I. nog men shall be empaoM (ne now o/ _llt so Mol Mere eve be no ✓nave delays the Confroctw enoo be wield responsble li,, the safety a ill w ,hen Ind the genro, public and ill dwnoges to prprty occurring frp- w ww Me work oc siwetl n by 911vence I, enol be hod responsv. /w the solely of a workmen and the genro/ pudA ond of damages eo prgowty weurnnq bons w upw foe work o wed by negligence w soy w night withn the ewknq wen An work Boos be A con/wmonce to OSHA requlotiws Title 19, Purls 1926651 and 1976.652, and IPpAoble to YOSNA regu/ofions. y Hecwsbuc(im &-bon wens moon m 11e Pon shoot be cwnperod pricy to begA-, sth "Wly wiwk and pow to ordrnq structures. M' Con— enoe — Me Env— and Beek rI'mess design d-W- b-Bo w W oho" 0lined born Me Hxantfruchan E oration Me Cwboctw eno// cwtacl foe Engineer If /cost 24 hours h advents of per/ hq foe ex rot al. tooddi(im to the deeq-led Hecwstrucbon Ermwbws, foe conbocfw ends wiry der u"i(y infers _' wtl cweocf Eng— and Oenr will cw9cls 6. C frocfw shots -1-1 Dig Sole priw to -Y ercowfron. 9. 7 P Y Bar lance shill be wxted priw to wY de-og w wsbuctrcm. F cog may be wetted h'hoses bur n no core snow vest -,/ton of daring prxeed /snchq. 56-10, woos -IY be dvsgn./ed by the Oene, /w P,e ,oe:on o/ er4stn9 bees. Mess w soon be th� Cwihocfw's roponsAai(y /o insure no eomoge is ewe tot designofM Ireez to En ling plooh qs o,e located in genro/ tyros .s shoes on the pans. C frocfw snot orb -I panrngs swedu/wtl I roman - - not 10 d-oge these w Men root systems. I1. Cwfrocfw enw a ify ill Uhhfy nrrsrhon, by epo ho, If leas/ 300 ft.. h odvwce I/ ill ppe l 1*ng octwhies the E grow and Oenr must be cwrocfed MM cwllicfs Fm%ure to cpy elth protect ,equne o fs soon -Way /nn:f the Cwfrocfw horn pursump ony clods to ea pensoliw resu/M" nor cokes MM Me sotto, u(d'hes. 12 Cont-to, snow campy edh oa permits and'wows issues for In;s 11 .9we Wobd'ty upw unsotwotee Boa c on // during cons&-ann saturated saws we --trod, ewewt the Egher dnmedioley Erosion Control Notes I the /#nil of astu bwce soon be deorfy defined by co t l to, s aorxayor Prior ro c/awing. Erosive and see>nenl cr+frd deices tool be-lob/isnee to Ir I sea'menf on sire. 2, me sties end/ then be cleared one 9-b- Al/ roots, stumps wtl dele(rioos m.f«ias span be removed ham the site. Me canrrotlw enai m e me un( of Or'sfumed lone of any'_ rime. Me cwrroc(o, enI,, est W. sit w tents I, Aked fence prolechw Donor of foe tl o edge of Ill eriWr q o sees ro r .Min to /l of ewsfrucNw dirurbon- J Aa wasim cw(rds tool De insrdled os Bt-.tl A foe pubucoriw y.Y Lew Risk Situ /hndboaA rbr A'—Hevwian Ira Svdr'evnr Lbnhvi veil :n occwdance Mlh mesa proJrc( plans. Au erosion canfrd shall be p/aced - sown m me drawings w - -de ed by 4 the Engvtee, Me Cmtrocfw sod/ mo town the BIsion onfrd mensuros un ld the Erg— is saris%ed Mol permanml ground c fablished and Mot nirfnr enot requred It soon - be me ",Ion.t' or the eoetroctw fo employ wo�An cmfrd - 'hoen m /nose drowhgs ono ony I.- measures os necesswy (o erp seddnenl en site. 5 An stets mororio/ and rpsoa to be roused m-s:te slid/ be sfwxpletl h areas oppro xed by the Enq;ner. Mess srockples .NON be s .asses by sat / ce and slid/ be seeded and l nay s/ 44i ro minim' wend one Bt—le, MaA.1- iof c-b-1end/ mhiniree asfurDance or oN lime An woos .0 wit be seeded onw e mulches MMirr 4@ sows o/ rend wodhg terry«ony slobdi-b", n-Iu g sroclipdes. end/ be necessY to, It asfurbed wens MI, noI ewked /w 7 don 1,mwe. 5ee q and mulcting sod/ be necesswy Ion attained Drees Mal oro nor worked l 14 days w 6 An wear or a'sfuMance Nd1 be pemronenl/y o, fempwody sfwdi,e,` os sow os poss:D/e and genrouy eilnin 46 sours of Me begdtnmq of eKp A- An a Abed woos Bodo be seeded one slobltred fo mAdnix wine and shvmwotr 'm polennd 5tob Im"on menwros shoo induce mu/M and netting North Amriion Geer -A_ _t'w motrdrg, ciuened stone er grow, or Pavement. 1. Acceptoble maroons of seobl4rebw shoe me/use. mulcting (erM nerrnq) (1.5-2 Ions Per owe), r mbd molfdrg (sea Pons to, mottn9 specifi'oafiws), cruened Beane. crushed grow - povhg s..to.- ('invests .rpndr. etc.), weighted impermeob/e bo— ono' 01nr moulds os wP'oved by the Engines, 6 Any drohoge swdes MM o slgpe greole, row 5x end1 use srwe /inn, /w slobaiyolian. 9 linen Engines deremrines r anlyd mroswes we darned no /wgr s y d/ motrids dote-,, ;nc/udAg silts ond cwsfructian -I, debris endlsbe cdlecfed and 1'Boo ./ A o m-B, once'/ode to Me ""m_. lo. the c-e-fw eno/1 use wort / dust canbd It Me cmfracr« enaa seeeo and eole, oN erislinq ro.de.ys an'Be P.— DAl( e to mom(.in ease cmfrd Crushed stme (ruck "o - wtl shbd:red wsfructo-tronces veal be rpueM .t oe Biro I— points to prevent seednent horn erodrdrq oft -site. Gushed sew, wa/cneed to be added and/w "ot. ed os ensea s I"", u' and mmwues or reducer the ell-livene- of me sane. 12. Al consbucli- sale oc rends sod/ be crosbucree h I-o-ce e;M the sfoblired ConAt-6- Enhance to, /J All aifurbed I- ends be s/ablire0 and seeded before Ocrcbe, 15 unless /he %Jequnentente hit W te, Construct-- we tmpl t led as ouhned m the Loin Rif! ", ABM Bok'b' 4seBiow MNwion i Sidimew Lbwael 14 Ada'ltand r sion canhds may be deemed -c—, to',arena seddnenr born loowhq the site and sod/ be hsfdred - oBin-e d by to. owns w the Engineer. 15 the Can lo, shoe be repmsible /w rcpo,iing all as/urbed areas bad to wiginll cm1r6o , :nc/utling but not -ded fo curbing, aitlewolk, londscaprnq, site lignhhg, "Bcehcot. ono etc Picol Drivewoy Cross Section A rs Orivewoy Construction Notes ( A// rot cotes to rood snot ppy to waft wtl pW*,hq weo oe Berl. ) 1. New riveeay sod/ be c /-tee to Me one and grade sliaen m foe drowngs. Ise -I, and utaity ,-otli- soar be os t)pico//y deluded unless oth—, snows. 2 All ---y and pwemg Can 1t 14- shill be completed m acco.-dance with foe tb moor Agrrcy o/ f spwfolion Slwdord Sp-i&ofi- t Cwons stmchon"2011, hrelffr cowed [rrmont Nignway Speci6'cobws, spee.(hat d bbns round w e pans wtl proved specihcohIn case It confcl, Me mwe sfwpenl spxi/cotton slid/ ppy - de'termned by Me Ego— * the contract« shall /aloe ✓ wf Higneoy Sp iNcoliws (2011) Sxtiw 203. /I to, poomg and spreoenq embank-enrs 4 Fl/ matt:./ / rood embankment sod/ meet Note /IJ below and be III,,- by the Engler. Ft)/ snow be paced in 12- t/fs wetted and compoclee with =t4locf Y c Chioi equipment to 95X If morimum denstly (Stwdord Procrw) 5 Rood m M sections sod/ be p/Iced and cbo I cted a mndnum of J lest above fop of ony uNily to be msrolled bela,e /tenth is ercowled /w Pipe p,c t, h trenches and cut se It Me Cont-lo, shot provide d/ necesswy s 6x 9, snorng wtl b aq to maintain c ponce with ill 09U/ kVSHA-9.loti- 6. Methods to, cwsA-biIn of suDrod, soon toner to ✓ w( Hfghwoy 5p XC,ttws (20I1) 20J 12 or as detwmdred by the Enghew. Oense graded crushed store, wened grove and sand borrow enot/ not be eIntomih- by wcrk Cwslrucfion Imff/c Bodo not Prow o erposetl areas of this morwtot Any ,prbgrode « subbase d;sfurbed by ConIro W w rendered unsultobte by construction moehAry, s/ioll be "moved and rey/oee0 MM fsrprorotl gronu/w bock"" of Me """Ictw•s eiowse. Me subq,ode slide be canp.cted to .from of waist 95,T of the morimum density (St-oord Hatton) behre placing rood « emb--t note ia. 6 Me Oenr sod/pa, /won sire sods testing (c pwfim, Blare, ond prod ).. At I mmwvm, 7 plat .f ill 199-.9.. motw;a brought to site soon be tested 9. 5-1 borrow we di-- snort can! r. --1 Niyhwoy 5p-i6cohws (2011) 7010J Gonda, b«,oe slaw cool fo foe u ont HA;,-y _' xi6cobws 70J04 10 Goon subbase /w pavement snob con fI ✓rmmf Nigft"y 5pe 1:cofiws (2011) 70405 cows,. crushed grow. I, dose wlded crushed srwe as snows w class-sectAn. 11 Lewmg cw,se snow con% to ✓emwf Highway Spec;Aofiws (2011) 70405, tine gioehq. Shoulders shave con/ to Secftw 704,Z Aggregate ton 5noulo_ 12 Bfummous cane ate pavement soar can/ to ✓ mane Nny/ieoy Spec/6cotiws (tan) Sechw 40e and 406, Bender course end/ be re I ♦ $ and /aisle eeonng course slid/ be 10. tB 8 or - detoled ,4: t 13 Embonkment /rH {A,, d/ impw.+ous a,eos ENCGULYNG BU/LD/NLS, eno// be o sera syeci%calim os /lat.-4" 0o 2" 65-100 /4 60-l00 /ZOO Jo morwnum Type I rip op slope ✓'rginio Rose p/onted in soil pockets in gaps of rip top. fiev !OJ 6" to soil see andp erosion contra/ matting. T O W. Area shalt be t/evo lion stobdaed within 105, 24 hours of och/ewY1g finish Droinoge lobdc under --patted stone l t Tvoicol l/eoetoted Rio Roo Slooe NT5 All contra/, uses h MO cws 6- of concrete rreewdx sod/ be or -1-ed (5 - 7 1r) -d mode MM P«frond cement. Ise __I. snot/ meet .sect/w so, o/ the stole of ✓emiml 5,__ spec,fte"o, to, Use 1500 pry Goss A c cr,re wtl now 26 day crate for c«n resrite B-gM of 4500 Pw; and curbs - Gaoled lose jon( J nl /tilt sod/ be rapt ens foam rmisn c wars erbudin9 o eof (typical) cellular /Ave ioAr, unit ly s.furoled Mtn ospna4 I, 70jOlq o/ 4•_6- mwy o/tr �pessiw. tpsol, seed In d milts. 1/4" per It. a e°Satan ewdwt f ° J7" grow Dos T vical Concrete Sidewalk Detail N.TS Erosion Control Blanket Nwfh Amrtcon Grew 575 Motrfol 5'ecili olrons fnwr cwbd O/eiwe/ Naa a a man-win,-P"aucee ,,.or of wr ay,twfvd rfrve. helewp afi�ih �N �o Ifw.ee onset/ wx.wBMefdr 1.44 W- I Be r e,.p) p K 1 r) ,•>� e..,. � fair-ears%=ate w,rewo ., a n,..,,ro,ewr, rc.�wiBe, CHANNEL INSTALLATION NORTH AMERICAN -�- GREENr ill � c • E� r u. no(we.) oEensrve'im) von iT srsocrosls�s aauw[iprtw5 i anwlo4111-trov[ ra nsxAZxoa ix[ p[(]ocm)rortTgx .crED Sort wrx v xow w sriq[s/sru[z sEE(soem)Co u. Box evveovvwr[ sin _ _ si.[5//1- eu'vEEam E�b w. x o[xc p(sit xatF_�s LE, v�'a'�xuexT (euv ays mI w[nunv[us[ a Doan[ Bow a erm) oi OF e?ixmi mac *�E _ LES/Sr.e[s .ww,o.�w.tar so(( ma)'aENEwwnE'ivGors:" V211" )"8x x Br rx w - oT tom -am) �n r jtpEm)"m.^S`iuos F['= oiEiccivr/[/n w[v [x�wE wiom or rB[ c.wxstu� x EB,i"l, v 55 s(ux [) ipExcx e.c.nEt wxb c v . `mEsxM .Ertsysw� lilt. �� (sit.) .Bun e :cBrci t y ,o. xc Tx x.xx wE`ew[ r- roiEwwEcE "�.15n . Public n'ght-of-way e� moo' Ert'sting ground Profile Provide appropriate tronsitipn between Stabilized Construction Entronce and Public R'ght of Way 100 - Pubbc Existing �k JO' 1 1/2" to 2" R/ght of I ground ] crushed stone µyy 1rPxr�,r ✓t1�+' Plan Stobi/ized Construction Entronce N. T, 5. yd stokes diven w -led. or i - 0mnge pdyesfe, mesh eebo/ q or wash Cup 5_.' I, pProw:tl equoL (J• side min./ FI"' Ance M'Iotl Stoke to Bloke Oronge Pdyeslw mess eebbng by World Lup spPly w 'Proved ,quo. (J' owe inn. J II iI t a Section A -A r I be Bl_ of deorhg rm;/s and A �•--� J ro t,yen /.,sirs o/ the twsrmchm w Not to be used /w h,B ad I- P _'Ave I, to --It, cwst 6- a'sfurbance I/ a to, npw/on b A Snow / ce tool be used A fh- weos. See Pows Construction Limit Sorrier N.75 A a (� R e�'Ia7r�w �a<ameo ro A 5as 2 Pee awl i I 1 I ell = V s) ,, V ^. a Section A -A Be »wmu=f u„e. A 5%l fence spacing chart Stq pf M1r.r Ve,ey der for for sq n. > nee for fo for Tinicol Temoorory Silt Fence ar NT5 SLOPE INSTALLATION 0 NORTH AMERICAN GREEN 5 +J / �._'! ter TM��vJ\yl. I) / / 1 1 11" - - -- Ee L.. 1E.I.IER. .1D eLL 1-11110 1T es 'xs T'iso pc oar.. z„s [)s/or s*ewux z`IloLm) norm ixEID T Tx ins/son r �cf orx VEER MIER sc(io�m)a. r"S C,r [ [ B.x n aox or irsWxil OOw 0. (e.) 4Wre Bexoss r.[TEB ,ES/siixF9wE esnr..cs to Vec- s<m w ncTBEB 1.ewET'cenxc To )° Ex. )s. ,eAE mom) w aF 11 %f �Erm[ws�xuwiP `s suvtc rwroucri wEauvcED n.En..wwxiu+TEir satin) nvnm .text �Euri evoeexcr s[cuw[ T.[ auxvns or sax[ w srevE r[xar«s cvur¢. Twx s- [,sim) vest n-Eszxv. *p Chart of Erosion Control Measures Inspection Afeosure Requires Action Commas ls/ (F/%i out where opplicob/e) Yes/No Required Action Sal Fence A. Poodle to el pe (- -1-1) e roetl lira log C No -fiches 0. S Ie aol bull p A fence 2 Ldnffe of orsNr6orrce A. brace B F ce f/sr J 5100,z d C-t-bicvr Enfrwce A. Less thou 25X hoed with sea. B. ,Moon- 6" dq M of stone 4, Stone Check Dams A. 5oeae C-1,9 ..bon B. Filly across ah hl.B . C Seddnent buddup removed 5 Son' SlcdrPes' A Sat f ntt/rrencnenstgoe B Hgow M.". co C. Seeded (if nor I:,- used lw JO d p) 6. erovan C-trd Moethg A. lnstooed - slope J. I w mwe B. Rayed h w upnM side C. 5-oBd' owroppAq mots D. Sloped fight to ground 7 sfobl;rotw A. Find grade weal etobihied (seed, mulch, pow. mots etc.) B. ✓egefottw-tobltshed C. Stobd;red s,i c, lost inpecr:on 6 Swddnwtoliew Bosh A. 9111- stabatred B_ Sedunenf bead up ,rnorod C Slane odfolls Moss 9 hte( Protective -1 A. InrtoNed w oe B. paw o/ seddnent C NMkAq Napery A Pov,d roods dew, of seddnenf B. oust oat -mg site All Erosion and Sediment Control Measures Shoff be inspected of least weekly and otter rainfall events greater than 0" Erosion Control and Construction Sequence 1. The pupates of ration con fro than be discussed with and I, oro by the Engineer ono the Cry If South Budingfw priw to ony deorhq, grubbing, strpphg w construcbw of ony kind. 2 All rosiw cmfrd shay be paced os shown on Ins w 79n w wilted by the Eng0h- Al onfro/ mwsures than be oro inspected wewk/y ond main bmetl to ful6Yl Me irrtani d:cussed above, Me Cwfrocfw s�rdl r�anfon the w wlyd-aowreB unto tne Engher is s.fis%ed Mot permonanr grouod cover hoe been eefab%shed o d Mot hrrthr measures era not required J me, r onuot m e deemed no tongs, Bon n y, I// mote Acts defomed h Etwg silt; and c is lion debits shoe be 000ecfed and asposed�ofo —er act fable to the Enginew and the Wove of Esser ..unction. 4 // higoly erodible Boas we encountwed the ConNoctw may be requred to Provide Atle matting, gobion or ive( mattresses, rp rw or other meosuros os soPanto/ y to er on. Me Cwfroc/wreno# stockpile toy boles to protecl of a ujlnuo, W/ eork in progress All exposed embankments shoe be 1psoiled, sewed wtl n Itched os s Is po &* o/lr canafrucfion. 5 Me Cwtroctw shoo s u eetr ono/ cole:um colonise /or dust cwhol. me col-to,-to,1,11 I,sI Bose, a 41,ng and- po--1 Ae dust cwfror. u omen to ee p •�eo direc - do orcnitecdo noI I rr%to be I pains So. Budington Reinlwcee rubber / y TM ,t, �yyx#n,- f,uyfnq m'te W nose fTa%'�l'4 (Guying woe. JPer , err r ° sa c0 we k t y .. �u. r ran NwBifi- Pow/mg Wure 9iredded bark mulch. J" men. depth Fhish grade CII and remove any ,d, burl' back \ \ \ over try 1/3 of \\ /6dl bee e Dock"ung. untie rope 6" canpocle0 bwi trunk pwfhq mirfure \ \ Erisfing subgrode -\i - - -ITiee w port into« m(e. Remove oe non-Orodeg='odaDM tend Han pent Pit Tree Plontirto in Londscove Detoil N [S oore r Descnphan Cnecketl I Dole Design MX Erosion Control Details Drown swi Checked M.A9 Sala n tt Real Ch alrleb ois Date Dcrobw a zwz ARL'BS & LANS/NC Consulting Engineers, /no. lAf Alain Street; Colchester, 4er7rzant 05446 L } 1 The Low Risk Site Handbook for Erosion P7eve,&Jon anti 5edlment Control How t0 instaN: R s mu Wi:oamcn Hma Dews terrgm-. ac «-. mnxnpm or krrgtr.W arMww.n WOWatlb: Plata xher pktrr unUw ent�rc Nx+e w0 Maintenance. Ream w.;n swan wpne ae reawrea m Leen .. ,nn taarmg p Mr+pl. TM1e LUv: flisN Sao Ilalrebook 1. EroHon Prevention aM 9edlrwet Col u ,l I. 1 ppertW GdfwM.W J' m_s amtu�T 1�Hfr ,wre a res wurr.a a ve mcn Hp r n r Ua'xr0.ee tram cmMumicn q!n Comlr,aun f . . n forme 39Gp, guka, an r Ue k wars pus py lmm tM <onHrvcnonsW vnv, ak otegwuesma epp �uMf ammm/ of Lw R w. � erH Rnx xMmwr ,n mou re. an loan Hrml he heMMok prve ea Lnr repu'ed Crpwm Pmwnton one Snamem Comnrl Gien for tef dH•rminer L M "LJW RMr- undtr GP:H'W rnui;On s CwneHlemrw,Wn ':7 DEc WYn: Rua¢y' p. vkx ]03 an uMeln en� 3�ixtio gLJ Norm i JSeit llcOtr xw.,.m+aarauw:yx Vatarrewuv.nm S. Skwe Doerr Ch-nolhed Runoff Hrrposu: %ra «rw.�g mwnrlrc er mmv.. t. ww�Rn Requreenenh nelrWHormuawrron Mm;a.y in, JitWu par W<. tMn }ou covet eneU dwns. Hq�oalec man .nrMu,H: No x akin V n 1 CerM1 w dmr fnou a m 9 wwriM SMe Bier'. 'A u nt 'f9 b •Jape cscule:,n Srone wart Dw ru r nY ra n. SpsYe, M. tM a W M tl�rrmn!xn parr d M l e xidrrW',eWr ]nkbp ptMcrwnrY akpe MeintarMrlce. 5b. n cne.+Mr R'n, aeri c+a u-n :nl eacr.mv ,tap tl#rnd Jre ua� f. 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Mau Roq rn� p 7 day> ene arter a�cr - ng�rdnE' rer nBeaeV,aler x� al FOR PERMIT REVIEW RECEIVE® od,x, ox5r,o,pn �n<rero OCTI� Des'gn M..9 Erosion Control De toils 12 0`12 Drown SMY _ 1,�L f• Checked All SGole Real Ch orleb ois City of So. BuMington Dote °aspen, a zorz Pro eof 77761 17 T m k South Bu /in iYWT,&S & LANS/NC Consuttzrag Tnyineersf Me. 164 Alain Street, Colchester, Vermont 05446 --__ C.3 Page 1 of 1 ray From: Scott Homsted[scott.homsted@krebsandlansing.com] Sent: Friday, October 05, 2012 3:16 PM To: ray Subject: Real Charlebois Property Ray, On behalf of our client, Ron Charlebois, we would like to withdraw the Conditional Use Application for a sea wall and drainage improvements at 17 Twin Brook Court in South Burlington. We will instead be submitting a Site Plan Application and Conditional Use Application for the sea wall and a new building footprint in the near future. Please contact Mike Burke or myself with any questions. Scott Homsted, P.E. Krebs & Lansing Consulting Engineers, Inc. 164 Main Street Colchester, Vermont 05446 Scott.Homsted(a,krebsandlansing com 10/9/2012 To: South Burlington Development Review Board/Mr. Paul Conner/Mr. Raymond Belair From: Erwin R. Waibel Date: September 18, 2012 With reference to my telephone conversation with Mr. Ray Belair today concerning the postponement of the meeting that was scheduled for tonight on the proposed seawall on the Charlebois property at 17 Twin Brook Court, attached are the following documents for the Board's review prior to the next meeting on this proposal. 1. Two page talking paper for the public hearing scheduled for September 18, 2012. 2. Five photo exhibits with descriptions showing some of the areas of concern presented in the talking paper. 3. Copy of 8 %2 X 11 inch, color coded map (Scale 1" = 40 ft), which was made from Plat of Subdivision Trono Construction, Inc dated July 12, 1978. This information is provided so that the Board will have an opportunity to review it before the meeting. Thank you. a Erwin . Waibel Page 1 - Erwin R. Waibel - Talking Paper for Public Hearing on Sept 18, 2012 for the construction of a seawall on Real Charlebois property at 17 Twin Brook Court Mr. Charlebois property is protected by a proposed vertical concrete wall, the Faigels property is protected by a gabion stone wall but our access to the lake on the Garcia property has no protection other than sandy soil. The concern is that our access path on the Garcia property will be eroded since we have no stream bank protection. If the permit is issued I recommend the following conditions be added because of the impact of this project on our access to the lake and beach use: 1. The permit should state that the seawall facing the lake should be limited to no more than 20 ft from the west face (front) of the existing house as shown on the proposed plan. 2. The proposed vertical wall extends 13 ft from the south side of the Charlebois house. This should be reduced to no more than 6 feet from the south face of the house in order to minimize the infringement on existing standards which is no more than 50 feet from the centerline of the brook (reference attached 8 '/Z X 11 inch color coded map). Since it is listed as a primary brook planning requirements are that no construction is allowed within 50 feet of the centerline of the brook. Mr Belair explained that Charlebois house is within the 50 feet but it is grandfathered. However, there is no justification to extend it an additional 13 feet into the restricted area by building this wall. 3. The City should acknowledge the affect of this project on the erosion of the stream bank for our access path on the Garcia property. 4. Proposed plantings in the flood plain (13 coralberry, 17 elderberry, and 16 greystemmed dogwood) should not be allowed. These plantings will reduce the flow (velocity) in this area and increase the velocity and erosion of our unprotected bank. 5. In order to minimize the increased velocity on our unprotected bank, all dead trees on the Charlebois side of the brook should be cut down and removed. 6. In order to minimize the increased velocity on our unprotected bank, all debris on the Charlebois side of the brook should be removed. My wife and I live at 1 Twin Brook Court and have resided at this house for 31 years. Twin Brook Court is named for a brook that runs along our property as well as a parallel brook north of the Charlebois property Over the years we have seen the flows in both of these brooks increase significantly. Both brooks are fed by run-off from Shelburne Road (a State and Federal highway). Over the years more and more parking lots have been paved and businesses added on Shelburne Road. When rain falls on a paved area, 98% of it runs off immediately, whereas, when rain falls on a field or wooded area approximately 21 % runs off and the balance goes into the ground water. In these areas the run-off has increased by a factor of 4. In addition, when Route 7 was updated, a large junction box was placed at the intersection of Bartlett's Bay Road and Shelburne Road. At the time I spoke with the resident engineer and reviewed the plans. This is when I found that a significant amount of drainage was diverted to our two brooks. This included the side hill where Willy Racine's Jeep business is located to the large hotel complex. I, The preceding information is important because it affects the current situation with the increased flow in the two brooks. My main concern is the eroding of the bank along our access path to the lake. This pathway is owned by Mr. & Mrs. Garcia. In an effort to find a solution my wife and I as well as Mr. Reg Boucher met with Mr. Ronald Charlebois. He was willing to place stone fill on the Garcias bank if we (property owners with deeded beach rights) provided the stone fill for placement. Following this meeting with Mr. Charlebois I talked with Mr. Belair who told me we had to apply for a permit in order for this to be done. Before the city approves the Charlebois permit we would like assurance that the Garcias will be able to protect their bank from erosion because this directly affects our pathway to the lake which as previously stated is unprotected. Also during our meeting with Mr. Charlebois, we told him that we were concerned that there were dead trees on his side of the brook and explained that many years ago one of those dead trees fell on our pedestrian bridge resulting in our having to replace it. Since we don't want this to happen again, Mr. Charlebois told us at our meeting that he would cut down all the dead trees on his property to prevent a recurrence. This should be made part of the permit approval. Furthermore, the flow area in the wetland is restricted because on the Charlebois side of the brook there are fallen trees and other debris (see photograph exhibits). This restriction of flow area causes erosion on the Garcia property which is also our pathway to the lake. At our meeting Mr. Charlebois said he would remove all of this debris, and this, too, should be made part of the permit approval. Our other concerns are that the distance between Mr. Charlebois house and the Faigel's house is 100 ft. (reference attached 8 % X 11 inch 40 scale color coded map which was made from Plat of Subdivision Trono Construction, Inc). The Faigels have built a gabion protection wall approximately 10 ft. from their house making the distance from this wall to the Charlebois house 90 ft. Mr. Charlebois, as part of this permit application, plans to build a vertical concrete wall 13 ft west of the south wall of his house. This will make the distance between the Faigel's gabion wall and the Charlebois wall 77 ft. In addition, Mr. Charlebois plans to plant 13 coralberry, 17 elderberry, and 16 grey -stemmed dogwood in the flood plain. The distance between Faigel's gabion wall and the Charlebois plantings is another 5 ft. reducing the flow area to 72 feet. The Garcias own the walkway path that is approximately 10 ft wide (varies in width). This reduces the flow area to 62 feet in width. All these reductions in width will increase the velocity on the bank of our access path. Mr. Charlebois property is protected by a proposed vertical concrete wall, the Faigels property is protected by a gabion stone wall but our access to the lake on the Garcia property has no protection other than sandy soil. The concern is that our access path on the Garcia property will be eroded since we have no stream bank protection. Respectfully Submitted, A. r � Erwin . Waibel September 18, 2012 No Text +x^VIL LE 1 � z� t r ... Icm C aro Q t \ W /©ratry l� (� �r a os j�a�l �►n l ►�l. � ,b r©b !� C �t (,� tyl �'osto �l , ��('�� Ca �r �'►'1 Cla h art,,�Otpr �wt� j i►1t S r ti o Nit No Text The constn, ' -)n of a new house on the Charleboi& ,roperty canno, _xceed fifty percent of the current rea of the existing house. The existing house is pproximately 22' x 46' = 1012 sq.ft. (based on the 0 scale map of the Plat of Subdivision for Trono ;onstruction, Inc. dated July 12, 1978). Based on lese dimensions, the maximum size of any proposed .ouse on the Charlebois property cannot exceed 012 sq.ft X 1.5 = 1518 sq. ft. This area is zoned for ne acre residential use. --Mk r- D d Reference Plat of Subdivision Trono Constructh Inc. South Burlington, Vermont by Trudell Consulting Engineers dated July 12, 1978, scale 1" = 40 ft with added highlighted notes. T, 1. Beach deeded to owners of properties by Lydia Lowell 2. Elevation 102 is defined as the high water mark and the City of South Burlington as well as the Federal government use this elevation to �B� c� prevent any construction below this elevation. 0 q 3. Primary brook - City of South Burlington Planning Requirements list no construction of a residence be allowed within 50 feet E( ►cexo� , s� $ bo MM r• i� �_ / U2 ER 1 j g MENT. C•HA DO1S R T -OF-WAY /06 ruc��►� ,ENT N e•!S' wl 2 'S 9 \ N � N� �rti C O 4� 0 0 V� KREBS & LANSING Consulting Engineers, Inc. 164 Main Street, Suite 201 Telephone (802) 878-0375 Colchester, VT 05446 email@krebsandlansing.com MEMORANDUM Date: September 18, 2012 Subject: Real Charlebois 17 Twinbrook Court Agenda Item #14 From: Michael J. Burke To: Ray Belair On behalf of our client, Ron Charlebois - Trustee for the Real Charlebois Property, we are requesting a postponement of the scheduled Conditional Use application for 17 Twinbrook Court scheduled for September 18, 2012. % 0 --f 144J 2,12 On Submitted by, Michael J. Burke, P.E. MJB/sbh cc: Ron Charlebois 11162:ray belair 9-18-12 q Agenda #2 K southburfington PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review Board FROM: Raymond J. Belair, Administrative Officer DATE: September 14, 2012 Re: Agenda Item # 4 #CU-12-04 Real Charlebois 17 Twinbrook Court Real Charlebois, hereafter referred to as the applicant, is seeking conditional use approval to construct and extend a concrete interlocking seawall with fill and drainage on a lot developed with a single family dwelling, 17 Twin Brook Court. This application is being reviewed under Conditional Use criteria and various other sections of the South Burlington Land Development Regulations. Staff has limited its review to "key issues" as no Vermont Agency of Natural Resources (ANR) Project Review Sheet was submitted along with the application as required pursuant to Section 10.01 Floodplain Overlay District, Subsection F. Floodplain Overlay (Zones A, AE, and A1-30) Subdistrict of the City's Land Development Regulations. Pending the receipt of the Project Review Sheet, the key issues for the Board to address are as follows: Issue #1 New uses and encroachments within stream buffers: does water flowing under the building constitute a natural catastrophe and is the proposed encroachment necessary to protect public health, safety and welfare? A large proportion of the property and the house itself are within the 50 foot stream buffer as delineated in Section 12.01 General Stream and Surface Water Surface Protection Standards. C. Surface Water Buffer Standards ("Stream Buffers'). The southwest and south sides of the proposed concrete block wall are within this buffer as well and thus staff feels that this is a clear violation of this standard. Paragraph (4) states that "(t)he encroachment of new land development activities into the City's stream buffers is discouraged." The regulations note however that some uses may be authorized as a conditional use within the buffer including "(c) Encroachments necessary to rectify a natural catastrophe for the protection of the public health, safety and welfare." 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com The applicant, via an August 13, 2012 letter submitted by Krebs & Lansing Consulting Engineers asserts that the proposed project should be allowed as a conditional use pursuant to part c, stating: "(w)e believe that the flooding caused by the minor stream in this area, to the point of water flowing under the building, qualifies as a natural catastrophe and that a retaining wall in the stream buffer should be allowed. " Staff feels that the applicant has not yet demonstrated that past flooding events or the potential threat of flooding constitutes a natural catastrophe. Other than photos showing some minor soil erosion of lawn area, the applicant has not submitted any detailed information on prior damages to the property nor on the amount and location of the described "water flowing under the building." Staff also feels that neither evidence presented to date have demonstrated a threat to "public health, safety and welfare." The applicant has not shown that the lives or health of the home's residents have been threatened in the past or would be in the future. The purpose of the City's Surface Water Standards are "to lead to the establishment and protection of natural areas along the City's surface waters to provide improved protection for water quality and the provision of open space areas and wildlife habitat." The Board should decide whether they concur with Staff analysis and if so, ask the applicant to revise their design of activities within the buffer to comply with the City's standards. In either case, the applicants should demonstrate why it cannot use supplemental planting and landscaping as specifically noted in Paragraph C(2) of the Surface Water Standards and why floodproofing of the basement walls cannot be achieved. Should the Board decide that an encroachment is indeed necessary pursuant to item (c) then staff feels that other methods than currently proposed should be fully assessed by the Board prior to final approval of an encroachment within the stream buffer. Issue #2 Inconsistency of proposed concrete block wall along the lakeshore with Section 12.01(D)(3) The applicant is proposing to construct a u-shaped wall comprised of textured precast concrete blocks extending from the northern side of the property across the lakeside and then continuing along the south side of the property. Staff feels that the proposed concrete block wall is clearly inconsistent with items (a)-(c) of Section 12. 01(D)(3) Erosion control measures and water -oriented development along Lake Champlain which sets forth one of several standards that must be met including that (a) The improvement involves, to the greatest extent possible, the use of natural materials such as wood and stone. (b) The improvement will not increase the potential for erosion. (c) The improvement will not have an undue adverse impact on the aesthetic integrity of the lakeshore. The applicant proposes extensive and nearly exclusive use of texture precast concrete block CU-12-04 17TwinbrookCt Charlebois isszies memo page 2 of 3 wall which is clearly not consistent with this standard. The Board should ask the applicant to show how their proposal meets this standard. While the proposed construction will decrease the potential for erosion at the subject property depending upon the direction of the current and waves and winds, the energy of the lake will be displaced towards abutting lakeshore properties and potentially increase erosion on these properties. Additionally, the proposed block wall adjacent to the stream, during high water events in the stream --especially in conjunction with high lake levels-- would displace water volume upstream towards neighboring properties and potentially cause erosion or flooding there. The use of precast concrete block walls, especially along the frontage paralleling the lake shore would clearly have an undue adverse impact on the aesthetic integrity of the lakeshore. While the proposed rose bushes, juniper and sedum along the top of the block wall will improve the aesthetics to some degree it will present to the viewer a manicured landscape rather than one that is evocative of a more natural habitat. Staff feels there are numerous other types of materials other than concrete blocks which could be used as well as utilizing of a different design that is more consistent with current guidance from ANR that calls for the use of sloping vegetative solutions rather than hard surfaces. The Board should decide whether they concur with this analysis and if so, ask the applicant to revise their design to at a minimum comply with Section 12.01(D)(3) and if feasible incorporate ideas from current ANR guidance as referenced below. The Project Review Sheet will likely provide useful guidance as well to the applicant. Other Pending review by the Agency of Natural Resources and submission of the Project Review Sheet to the Planning & Zoning office, staff recommends that the applicant consult the following information on shoreline stabilization techniques as they provide useful guidance on project design to both mitigate against future damages while maintaining ecosystem services. • Currently the Vermont DEC is recommending consideration of sloping vegetated solutions rather than hard structures, cf, http://www.anr.state.vt.us/dec/waterg/lakes/docs/Ip lakeshorestabilization.pdf#zoom=100 • The Northwest Regional Planning Commission produced a manual specifically to present a wide range of shoreland stabilization measures and contains information to help landowners evaluate their site and choose the most appropriate design, cf, http://www.nrpcvt.com/Reports/ShorelineHandbook.pdf. CU-12-04_17TwinbrookCt Charlebois_issues_memo page 3 of 3 Le a nd _I? Troverse point I p Iron pipe - found x100.1' Spot elevation Property linelPight of Way Existing ground contour �J J.J hJ`J Existing Tree Lines Lake Champlain Shoreline 6129111 ----onv Overhead Power -- -- s Approximate location existing sewer line - Approximote drainage way plant list key n common name b_o_t—'al name size spec Trees .:d B&B-,-11 ,,.,,a dear.mm --...--_m_..-...-. Shrubs -Ili —B&B or Con, e IJ. rl1_q: m.�(:uJ, Flu Ia•, Juni XW, P-'u ti,um 18inch prd B&B orCuw tl r i S:u ccn hnulav :3omperu. dia n. .-ruenu. �iridi inch.prd B&B or Cam - - I i Rhodk i i 12 h,xt 1 I ,k, -- nA0 ft B&B or Conk 2 I fox IButtuh <;1 I cn.cm Rai - . Pavemeo - thprd B&B or Cam 17 American tildenc—ry I I CoralbeTry _ _ 12 LChenault Vibunrum - Ground Cover and bulbs .0 intercreeper J ` — .,Foxy bsus canedensis PhorocarQus ofiiculnm ibumum x twtkwoodfi'Cbenaultn _ Eaatyn veg—% - --.-----_.__ _._ ip hi B&B or Coal Ix in, h ,pcd _A&B or Cont a f t h1 R&B or t- 6 sprd Cont. --. _. _.- I RECEIVED AUG 15 2012 City of So. Burlington Planting Notes There are a variety of existing plants on site both cultivated and non -cultivated While the trees growing on the slreambank are primarily native species the shrubs and vines are non-native invasive varieties. Buckthorn is the dominant shrub species. Invasive species often invade disturbed areas such as streambanks that change course frequently. The following is a list of plants identified on site. Existing Plants on Site Non -cultivated, volunteer, streambank and beach plants Trees Shrubs and Vines Poplar Buckthorn -(«60% of plants on stream Ash embankment) Silver Maple Virginia creeper Willow Bittersweet (Japanese) Elm Will Grape Cultivated, Landscape Plants Cedar (Thuja occidentalisl Rhododendron (2) Spruce Purple Barberry 704. 7. Vew Spires(1) Most of the existing landscape plants, although overgrow, will be retained and pruned including the large cedar hedge that now forms a solid screen at the east side of the parcel. Proposed plantings are selected as follows: / All plants were selected for their tolerance of sandy soils and their given sunishade environment. • Plants below wall to the east are selected for their spreading growth pattern, bank holding al llity and vigorous growth patent that will allow them to compete with the very invasive buckthorn and vines in this streantside area. • Junipers and Euonymous will spread and tend to flop over the top of the wall, softening the wall is appearance. • Vibumums on the north side of the property will grow to 10 ft in height, bloom in the spring and turn a nice red in fall. These shrubs will provide a screen for the Muse to the north. FOR PERMIT REVIEW 0' 6' 10' so' Id' 60' Bar .Scale t" = 7°" Kathleen Ryan — Landscape Architect 274 Maple Street, Burlington, VT KR.LA@barlingtontele om.etn ()ale rerseC Description Griecketl Dofe Design M.6 L a n d s c a p e P l an Drawn JAR/C7D Checked MJ9 Scale '• _'°" Rea/ Char/ebois Date Project 7LW2 T 5outh H—A ton, ter, .YRBAS d- L.4NS1AV Con.sulling tr'ngineers, Inc. " 16'4 Alain Street, Colchester, Ver7nonl OS44S r Notes 1. Elevations are based on U. S. C. S datum of IVAW 198E The topographic conditions shown on this plan ore based on o topogrophic survey performed by Krebs & Lansing on June 30, 2014 2. This is not a boundary survey. Approximote property tines are based on Tax Maps from the Town of South Burlington. J. The underground utilities shown on this plan ore based on visible utilities located during a topographic survey performed by Krebs & Lansing on June 28 & 29, 2011. This survey was done without the benefit of dig safe markings. Underground utilities are approximate and not warranted to be exact or complete. Dig Safe shall be contacted prior to any excavation. New lord oM Ran - I f/n4tW1*0Rl w#/- c ec/ xl/o lord .. der m. 5-12005 E4 -101.16' in V. • .16 C• • 1 J6' 3exelde ' New textured canoe block\ tqD of waM e%K !pe M shot r proleetiKs wrisr Ill //Ont Of$ w to blockAlohloklm� TNew `waYdOA— 29,Proectirr rock. I \ 1 m ' tows skf /once 1 Bros control. 1 ,I I I I N/1- Ceske Ewisinq Suidng -108 fa _......___ Q 20 pp/e IS- Spruce /ns/d/ on 2D r moklfoxl ! • • rosron c ro% • • 10" ree xol. xAloo \ / / L.a0 _ \ Abf ro1. `� / J I 5 J6' Tree • "10 �� i i-106 Power Pavement Po/e� I • JO' PYC SOR 12' cedar 0 I _ r • rs%/d,nd LlnO.wkv ♦ aed - spruce rNe- ♦ Roxrood c 1. / Dow id,_ 107..87' (n O `.-acnl i � g 10512' N/r New stone 0,' SlobwCy c t0 one ele agar sm .1oz9.' 1 ChONA60is _ e,&(N7l9 ` Polio 9jound. Existing \ Bork edgb o/ buried House woM und*&Oir to t FF = 1079' H -107- 600 no/Y in PP along wd/1 111p, /ev. =106. 03' I _I V''•,, 8 W0// underdroin w11f 105 _ connect into lord underdroin. ,^ g � � / — —JOSS ®/' �'/ nstoM anal I / gg %11'0�710ki--sAl 2� 7QD NOsliOn control. I 01, yE New 6•lwd un &*crn aB s / with mulotir lor�d,..Obck(s ^ K Out \ _ / / for proper. d vilogr• droin s=0.005 .0' 102 1055' >< 102.11 ' lot gqckf'11 bob 7 B. Y /' mim /gDSOA, febr/ce Y anal muk N � tog / / Properror lJ:n. ae:v.ned Coreio lua be 9 cm�er fine 9Q / 90 / sf.som not i/isd 36' 8axeide 5' 10' 20' .0' 60. O Bor Scole I'- to' Le eo nd -is Traverse MIS Agacent to Steps point are Stacked Verfiral (0' Baffw) o Iron pipe - found x1001' Spot elevOtiOn Precast Concrete Block Wall with Le Sueur County Property fine/%?ight of Way Limestone texture Existing ground contour Step Jnits are douse -stacked VvIJ I J�J Existinglity and Tree Lines forinaece toased settiment resistance to settlement Lake Champlain Shoreline 6129/11 php Overhead Power Remove f'from tack e ro allow units Approximote location bstacked s ttoo be o 9ackea without batter existing sewer Tine Approximote droirloge way Detoil of Textured Precost Concrete 81ock WO// T� Photo Location N/P- Sowobini ♦ Sewer Manhole Rim Elevation F City of So. Burlington Example of Textured Precost Concrete Block Woll Photograph One Photograph Two Photoorooh Three Photoorooh Four FOR PERMIT REVIEW ire nNsd Desciprmn cnxked Dora !Sign 'u'8 Shore Line Stobilizotion P/on awn ✓AR/Ora necked N.6 :ale -'°' Reol Chorlebois ate Decewbv 19 za1 'o t _11152 SOulh 8.,/n ton ✓canon( ,mrg ' & L.tNS'/NC Consulting Bngineerss Inc. w !64 .fain Street, Colchester. lrermont 05"6' --- .. 120 115 710 105 100 95 90 85 im 0+00 r rr .rr .wwr - r ■fie 0~ mom L 0+10 0+20 O+JO Profile View of Alignment A -A Horironrd and verf;cd Scales 1"=5' 0+40 0+50 115 110 r �� nswr �..ar IY[e M w► rw• wR 105 100 95 T-- 120 I10 •Q_ _ _ _ _ _ _ _ _ _ _ _ _ _ 1015 .r.rr r 90 0+00 0+10 0+20 O+JO Profile Kew of Alignment D-D Horironlal and Yerlical Scales 1 -5' 120 — - 115 110 House 105 too 95 90 0+00 0+10 0+20 O+JO 0+40 //>l50 70 85 Profile View of A/ionment B-B 0+00 Horirontal and ✓ertk:ol Scales 1 =5, B' low permewe New swo% with B• topsoil, seed and mulch sal ' 24 T Limits o/ excovotion with fill �— Existing Retoineo Soil Ground f--------"1 ' 24 M - � � Drainage stone wrapped in landscape /obric caries /\-Approximote limits o1 Unrein/arced concrete or crushed slope leveling pod 24 M -_ / excovotion 3.6' 1 - / `I Precast concrete blocks 39 M 12" drainage zone, 3/4' crushed stone 6'(min.) 39 M WWI underd o;n / � Approximote limits of T 4" mm livaries where subcutis � subcuf is required Z v' Z 48'\ Subcut to dgath D' os required and Unreinfareed concrete or Crushed stone replace with suifob/e compacted structural leveling pod (6' min. thickness) A// to ochieve the required beorkrg Notes copocily and sliding resistance as directed 1. Eoch Step should be glued to the Step beneath it (P( Premium is the STEP BLOCK by the site geotechnical engineer. Al/ TJplcoi Woii Debi_/_ recommended concrete odhesire) select subbase fill is to be compacted to Not !o stole 2 Eoch Step weighs opproximote/y 650 pounds. /I should be installed a minimum or 95X standard proctor, using a scissors clamp with protective rubber grips. J Core should be token in pre -planning the rise over run of the Steps. the depth of the sloir tread can be modified by changing the overlap of the step. Check local code for minimum required trend depth. 100 95 0+40 0+00 0+70 0+20 O+JO Profile View of A/ionment E-E Ho Wontal and Vk /ico/ Scoes 1 °=5' 0+20 0+30 0+40 Profile Kew of Alignment C-C _ Horiran/d and Vertical Scales 1 a5' 26• (tip) I AROUND 6" x J8" "reinforced J concrete or crushed stone leveling pod STEP Stone Stoircose Detoi/ Not to scale w�vaM 0+40 0+50 RECEIVED 0+50 AUG4Z 20 0+71 City of So. Burlington FOR PERMIT REVIEW 7r 0, 25' S' 'o. 20' J0' Bor Jcoie - 5 4 Doke tensed CexriOfion lnec�eo Ocfe-- Design Af.6 Crushed stone Drown R, Shore Line Stcbilizction P/on �70 Checked 446 Score /• - 5• Recl Chcr/ebois Dole rf6'41' J1162 __- South Burgin ton, ✓ermont EBS L fNS/NC Consulting Engineers, /na v Z Alain Street, Colchester, 4ermont 0",of 90 0+00 0+10 0+20 O+JO Profile Kew of Alignment D-D Horironlal and Yerlical Scales 1 -5' 120 — - 115 110 House 105 too 95 90 0+00 0+10 0+20 O+JO 0+40 //>l50 70 85 Profile View of A/ionment B-B 0+00 Horirontal and ✓ertk:ol Scales 1 =5, B' low permewe New swo% with B• topsoil, seed and mulch sal ' 24 T Limits o/ excovotion with fill �— Existing Retoineo Soil Ground f--------"1 ' 24 M - � � Drainage stone wrapped in landscape /obric caries /\-Approximote limits o1 Unrein/arced concrete or crushed slope leveling pod 24 M -_ / excovotion 3.6' 1 - / `I Precast concrete blocks 39 M 12" drainage zone, 3/4' crushed stone 6'(min.) 39 M WWI underd o;n / � Approximote limits of T 4" mm livaries where subcutis � subcuf is required Z v' Z 48'\ Subcut to dgath D' os required and Unreinfareed concrete or Crushed stone replace with suifob/e compacted structural leveling pod (6' min. thickness) A// to ochieve the required beorkrg Notes copocily and sliding resistance as directed 1. Eoch Step should be glued to the Step beneath it (P( Premium is the STEP BLOCK by the site geotechnical engineer. Al/ TJplcoi Woii Debi_/_ recommended concrete odhesire) select subbase fill is to be compacted to Not !o stole 2 Eoch Step weighs opproximote/y 650 pounds. /I should be installed a minimum or 95X standard proctor, using a scissors clamp with protective rubber grips. J Core should be token in pre -planning the rise over run of the Steps. the depth of the sloir tread can be modified by changing the overlap of the step. Check local code for minimum required trend depth. 100 95 0+40 0+00 0+70 0+20 O+JO Profile View of A/ionment E-E Ho Wontal and Vk /ico/ Scoes 1 °=5' 0+20 0+30 0+40 Profile Kew of Alignment C-C _ Horiran/d and Vertical Scales 1 a5' 26• (tip) I AROUND 6" x J8" "reinforced J concrete or crushed stone leveling pod STEP Stone Stoircose Detoi/ Not to scale w�vaM 0+40 0+50 RECEIVED 0+50 AUG4Z 20 0+71 City of So. Burlington FOR PERMIT REVIEW 7r 0, 25' S' 'o. 20' J0' Bor Jcoie - 5 4 Doke tensed CexriOfion lnec�eo Ocfe-- Design Af.6 Crushed stone Drown R, Shore Line Stcbilizction P/on �70 Checked 446 Score /• - 5• Recl Chcr/ebois Dole rf6'41' J1162 __- South Burgin ton, ✓ermont EBS L fNS/NC Consulting Engineers, /na v Z Alain Street, Colchester, 4ermont 0",of Z 48'\ Subcut to dgath D' os required and Unreinfareed concrete or Crushed stone replace with suifob/e compacted structural leveling pod (6' min. thickness) A// to ochieve the required beorkrg Notes copocily and sliding resistance as directed 1. Eoch Step should be glued to the Step beneath it (P( Premium is the STEP BLOCK by the site geotechnical engineer. Al/ TJplcoi Woii Debi_/_ recommended concrete odhesire) select subbase fill is to be compacted to Not !o stole 2 Eoch Step weighs opproximote/y 650 pounds. /I should be installed a minimum or 95X standard proctor, using a scissors clamp with protective rubber grips. J Core should be token in pre -planning the rise over run of the Steps. the depth of the sloir tread can be modified by changing the overlap of the step. Check local code for minimum required trend depth. 100 95 0+40 0+00 0+70 0+20 O+JO Profile View of A/ionment E-E Ho Wontal and Vk /ico/ Scoes 1 °=5' 0+20 0+30 0+40 Profile Kew of Alignment C-C _ Horiran/d and Vertical Scales 1 a5' 26• (tip) I AROUND 6" x J8" "reinforced J concrete or crushed stone leveling pod STEP Stone Stoircose Detoi/ Not to scale w�vaM 0+40 0+50 RECEIVED 0+50 AUG4Z 20 0+71 City of So. Burlington FOR PERMIT REVIEW 7r 0, 25' S' 'o. 20' J0' Bor Jcoie - 5 4 Doke tensed CexriOfion lnec�eo Ocfe-- Design Af.6 Crushed stone Drown R, Shore Line Stcbilizction P/on �70 Checked 446 Score /• - 5• Recl Chcr/ebois Dole rf6'41' J1162 __- South Burgin ton, ✓ermont EBS L fNS/NC Consulting Engineers, /na v Z Alain Street, Colchester, 4ermont 0",of Construction Notes 1. The methods and materials of construction shall conform to the latest standards o/ the City of South Bur/mgtoo and the State of Vermont. A// work shall be in cm/ormonce with all permits and approvals issued /or the prolrct. In case of conflict, the more slrngent speci/lcotian shall apply as determined by the Engineer. All work shall be done n a workmanlike manner and completed in the lime specified by Owner. 2 The Contractor shall be responsible far all work and materials shown and required to make the lob complete. These drawings do no/ show every hitting ar appurtenance. Moterio/s shall be as specified on the dowings. Manufacturers product .,peci%colions shall be submitted for all materials to the Engineer for opprowl prior to insla/lafian 3 The location and size of existing underground utilities is no/ warranted to be exact or Complete. The Contractor shall field locale all utilities and shall confact the affected utility company the Engineer and the City of South Buringlon prior to making any hook ups The Contractor shall be solely responsible far all existing utilities and thew uninterrupted services. A// off -site backfdl, sheeting and sharing, dewotering, cleorrng and grubbing, erosion control dust control, traffic control grading, and all incidentals shall be included as pat of the required work. 4. Repoli of all disturbed oreos greding, seeding, mulching, repair of roods and curbs paving, and other incidentals are included as pat o/ the required work. Al/ disturbed areas sholl be loomed and mulched unlr7 permanent ground corer is es/ob/ished 5. The Contractor shall verily // horizontal control and lemporory bench marks before use 6 The workmen and public shall be protected by the Contractor from any and all hozards connected with the construction work Open trenches, materials or equipment within the wanking Iknils ore to be guarded by the use of adequate barricades or flog men. A// barricades left in position overnight are to be properly lighted Kerosene pots ore not acceptable. When work narrows the usable pavement, flog men shall be employed to aid the flow of traffic so that there well be no undue delays. The Contractor shall be held responsible /a, the safety of all workmen and the general public and all damages to properly occurring from or upon the work occosioned by negligence or shall be held responsible for the solely of al/ workmen and the general public and all damages /o praperly occurring from or upon the work occasioned by negligence or doy or nigh/ within the working area A// work shop be in conformance to OSHA regulations 77fle 19. Parts 1976651 and I976652, and applicable to VOSHA regulations 7 Preconstruclion'rrcovation oreos shown on the plan shall be completed prior to beginning site uNity work and prior to ordering structures The Contractor shall allow The Engineer one week /o provide design decisions based an information obtained from the Preconstruclion Excowlion. the Contractor shall contact the Engineer at least 24 hours in advance of performing the excowtian. In addition to the designated Preconslruclim Excovolio ss the Conlroclor shall verily ol/ uNity intersections and contact Engineer and Owner with conflicts. 8 Contractor shall contact Dig Sole prior to any excowlion. 9 Temporary sdt fence shall be erected prior to any clearing or construction. Fencing may be erected in phases but in no case shall construction at clearing proceed fencing. Special areas may be designated by the Owner far preservation of existing frees These areas shall be the Cantraclor's responsibility to insure no damage is done To designated trees 10 Existing plantings ore located in general areas as shown an the p/ons Contractor shall protect plantings scheduled to remain so as not to damage these or their rool systems. 11. Canlroctor shall verify all U1,74ty intersections by excavation of least 300 ft. n advance of all Poe toying activities. The Engineer and Owner must be contacted will, conflicts Foes re to comply with prated requvemenls shall severely limit the Contractor from pursuing any claim to compensation resulting from conflicts with the existing ut7'lies 17 Contractor shall comply with all permits and pprovds issued far this pro)ecl. 13 Slope sloblify upon unsoluroled soar tonal'/ions. /f durk,q construction soluroted sods we encountered, contact the Engineer iMmediolNy. Soil and Seeding Notes I. Topsoil shall how o minimum 4' depth unless oddliand depth is specd4rd an the plans (including Landscaping design) Tpsod shall be nofurol lerlde, friable sad representative at local productive sod and free of cloy lumps subsoil or other foreign molter forger than two inch diameter, not frozen or muddy. Acidify range PH 5-7 not less than three (3) percent humus Samples will be required to be tested at the UM extension service. A// testing costs wall be poid by the Controclar. 2 A// fur/ establishment shall be in accordance will Section 651 of the current VT Stondard Specifications. S/ob7rotion shall follow seeding by no more than 14 hours 3 Commercial Ierl7}er shall be a complete plant food containing nitrogen (SOX orgonk) phosphoric ocid and potash. Sod tests wall indicate composition requires 4 Hvdo seeding is the pre/erred practice Ix seed application. Specifications ore: Fertilizer: 19-19-19 75 lbs per 1,000 go/Ions of wafer Lime: 100 lbs. per 1,000 gallons of wafer Seed., Toll Fescue 50 lbs Ky 3f Creeping Red Fescue 60 lbs Pennlown, WWergreen, Ensy?w Annual Rye .i0 lbs Perennial Rye 20 lbs Pion (non endophyfe) While Clow, 20 lbs Kentucky Bluegrass 20 lbs Total 200 lbs per acre Mulch: MO lbs. per 1,000 gallons of water. Tocifer: 5 Ibx per 1,000 gallons of water. 5. The gross seed may be applied by hand method o hydroseeding of o role of 6 lbs. per 1,000 sq. ft. 6 I/ hand seeding, straw or hay mulch shall be used and secured by netting (either Organic or inorganic) If inorganic netting is used, it most be removed before the first mowing. 7 Starter ferfXzer shall be applied of the normal role of the tine of seeding. Ferfdirer opplicotion wd1 not be allowed in sensitive areas and edIocent to droinoge ways as determined by the Enginee,, 8 Wotering is to be done by the Contractor to maintain proper growth. The Owner wd/ supply the wafer, but d/ apporolus necessary to apply the wotw must be furnished by the Contractor (:e hoses spnnk/ers etc.) 9 Stoking of all lopsoded areas to control tool traffic will be required Acceptable stoking materials will be grade stokes and twine or string with flogging attached far visibdity 10 A guarantee through the firs/ mowng is required with any, sparse or bore areas larger than 1 sq. It. to be redone. Il The Contractor is responsible far the first mowing. �-Me., /� later rabic Sf� laeric to eoa> stare d— slde -� 6011 ubric rot r Dol/am c w:ln a-s%re morw:m fibs � II y // Of % Ce %s �arnnee .men Section A —A 99"Z" I m sl be urea AJ ebod (naves Jim m W— WW' f� a r__ Tynico/ Temoororr Si/t Fence N. T..£ Foslen fence WBod Stoke /o slake -- GYange Palyesler mesh webbing by World Cup Supply or pprowd equal (J" wide inn.) �I II I� Section A -A r-1 J it oefmhed to Sill fence spocing chart Sipe sir Mere epoewnr 5s to I09 _bar Ia1< l0 2M 15011 23 It. or Man > 20X 15 l/ a' Mrs wood stokes driven on outside of fence - Orange polyesle, mesh webbing by World Cup Supply or approved equal (3' wide min.) I; To be ins/ailed at clearing limits and A pen limits of the construction area. Not to be used far individual free protection or to demorcote construction disturbance /knits for ,Oarian buffer areas Snow fence shall be used in these oreos. See Pions. Construction Limit Barrier N. T.S Public right-of-way Exhli+g ground Pro/n7e R'ov dr pprawriate IrM0,on between StaboWd ConUuclion Entrance and PbMk Rlgfft Of Wby 100' -in. 7 Exiting 30' 1 1/2" 10 2" Riyht of I gr6und crushed stone Wby I Mon Stabilized Construction Entrance N.TS. Back/d/ moteriat under roads or paved areas must pass subgrode proof roll Any french area that does not successfully proof roll shall, of the Controclos expense how sufficient molerlo/ removed and replaced D+2' with acceptable embonkment material and povag to match _Wk,9 compocled to provide acceptable proof roll The Contractor shall be conditions. responsible far comp/ying unpaved mound s/ynlry with OSHA - VOSHA poved regulations i. Bockhll moferial shal contain nor Stones greater 9:JX than 3' in domefer, no sPondord a/onabr0 frozen lumps cloy a mofria/ :proctor Oroctor $ organic Place n 12" lifts and compact as indicated 114 J4" / / D Storm man and services crushed stone (see site pion) Undisturbed moleric ' 6 , -PVC SOR 35 PVC SDR 35 Pipe shall not be installed when the temperature drops below 32' F or goes above 100' F unless prior opproval is obtained from the Engineer. Extra core is required when handing PVC pipe during cold wedther. PVC pipe shop not be stored outside and exposed to prolonged periods o/ sunlight as pipe discoloration and reduction in pipe impact strength will occur. If PVC pipe is to be stored on site far I month or longer it shall be covered with convas or other opaque material } Chor Measure Requires Action Comments/ (Fill out where applicable) Yes/No Required Action 1 Sill Fence A- Parallel to slope (on contour) B 7oed into sod C No holes/bleaches D. Sediment build p In fence 2. Limits of Disturbance A. Intact B Fence wellonds/stream butler S Slabdired Construction Entrance A. Less than 25X filled with seal B. Minimum B' depth of stone 4. Stone Check Dams A. Saddle Configuration B. Fully across ditch/swole C Sediment buildup removed 5 Soar Stockpiles A. Silt fence/trench downs/pe B Proper Mulch cover C Seeded (if not to be used for 30 doys) 6 Erosion Contra/ Molting A. Installed on slope .k 1 or more B Keyed in on uphill side C Shingled* overlopping mots D. Stapled tight to ground 7 Slobdirolion A. Final grade areas stabilized (Sea, mulch, pow, mots, etc.) B Vegelolian established C Stobdired since lost inspection 8 Sedirnentalion Bosn A. Slopes slabil4ed B Sediment build up removed C Stone oillolls intocl 9 1.101 Protection A. Installed on all inlets B. Clean of sedknent C. Working Properly 10 Housekeeping A. Pawd roods clear of sedr»enl B. Dust not leovirng site All Erosion and Sediment Control Measures Sholl be inspected at least weekly and alter roinloll events greoter than 0 Slope to *.in / Storm giote, LeBaron R-308, Neenah R-4030 or=quo/ 10" _ 8' ADS N12 RECEIVE® cost iron q,ole op ter AUG 15 2012 X min. � 90' bend G 4' x ill of So. Burlington 8 sal See s/orm /tenches concrete block for beddv,q Yord_ Drofn Cover Deto,7 Yord D_ rain De1od N. T.S N.T.S FOR PERMIT REVIEW > b scrwfionI Ch ck.d 10. M.k9 Shore Line Stabilization Plan ✓AR CTD M.B net.= - Real Chcrlebois ax.,.,eer is �r Tirnico/ Storm Trench Detail N. T. S. KR_--BS a@' LAWS/NC Consulting Engineers, /ne. tB4 Ao'ain Street, Colchester, lrermont 05-"N Ij I 4 The Low Risk Site Handbook oe tw No Ill ek le cod PrevenMon ,na s.almen cd as for An w at distums for more ecros Erosion Prevention and Sediment Control ' yabrgernewlnpn,ent plan mat win orb 1 or more xres. re9uirea a vermorrt state pem,tt ., s ormwaler discharges from conwrucbon sAes cn Genera Permtt 31 gold app cant In inn awarminat on of It. pXenMl Mx «r 1,1,M rmm the construction ewlvM all atega xes the app cant s xevM es Low Prsk. VERMONT Moaerab Riak or 1Mt wnwh ,w!dbea nit Inaiymvw 1 w rid d M r dDooF sates «tM ragpbaa • Prey M Setl nt Control Pla, for August 2006 e i 20. Sher mte m sea to M I.ow R rN .rim, How to install: Rock 51 Uwamxor Ito 4'ncI stores WPm. B aminimum Iat 12 eat L w o r nttnwn Ice beam p1 dr wwmy.:r Gaol I het toll under mtn drawl did Mo numance Redrew wrtn c ran atone a. requ rod to 1,— eediment front Ildl ohm 11..1 1 i' snaum FxDoaon son owastt klMrrlaWl vi DEC -wares Qo.11 gwerm Stmmsdl., Section 1d35nMain StrewBolding to BolIo Ad NnM WakIW1Y. V1o5e7IO4d, tel: e092413]]0 or 4320 www.vVwateraua ry.wwatwmwaler.nM, S. Slow Down Cbannellied Runoff Polpo r L ,e :n r»dum nrrwa Han nags neHM 8dcw,tne wmmwerc near Requirement. ll M...... n...cmoncentrw« now (n.g m e dM1cn a eof Murwater tin r,u ffi». man rou moat 11 won» r;n«N tlama. NM ba ea mow not M used How To orrall: MeldX: No gmmer 1— ] IeeL Cenlar of dam -ld ne •) nrcbes bee, than ill s Ae I ;Is Id, ' SMa toped: 2.3 or Tatter , see D39 Mr rope cakulanonl Stood do, Ilse a modiste r12 1,,9 inch WMtn. Dams -.Id span ill widen ul Ill. channel all p inn a.e dl me ten. Spxing spat» Me dams «mat the Mnom Ill of lit, ,1.1 m dam rs at the elavanon or m. top 1w 1)of nedownstream tlam. mis w«mgir equwmlM I.shr ul the ch«F ham Jry d. p It. cnanne sloprr. 5p«rag lrn leeq - sk,�I coca dam vn 5bpe in enenM11Nh1 tee, Maintenance: R.mwe setlimnnt amumulaea Mmnd ina Jam S. winter Stabilization Purpose: anagrneconwmwrcn anew Io mrmmlxe erowcn and Drewnt s« meet bad rig or werers s a war.nrnd halkngz nVermml tncode bamn,es, weever during the late tell, w ,le,. ona ee ty sOr,,ng oaths. m wmer r.,nwr.<nw; as < wen a 'bar the per. between 0. It, 15 "A 15, m n and setl men .ern siwriMantlY o OrrMux moRems m 1- tar Maws unougho It. and n�rmgmatt and reits can p,odvice wgnlwant own mr en all sammree wnana. wewty nareaeng tit. paenyal rnr arm on. Requirement for Winter Shddtl For theta pmwca mat wi cornDete..or 1rsNr -xtivitres poor to lee wino, period (October ,51. Ill following r«mremems must M adMred to: 1. Fw areas tp M stabrlixe0 try wrgataWn, selling sit be compkt� no bd., Men Septwnbar 16 m enwre aaegvate &I-h all coat. 2. 11.wdi1g rs not comDlawd Uy Sevtember 15, adenioml rromwgelmme p ..,ern rnrrrt 5=idn 3 Adtlltlanal Resources Ilow m.aanrnre>bp as w... it 22 is o t a 14 1 g - -1 Table of Contents Sefton 1: Introduction what is.rmbn prevent on and sad-nl conbol? 1 Appli Process ...... .. ... .......... 2 SIl lop 2. It. Requirements 1 All Ste BovMariea. .. 3 2. hot (dslune-Area 5 3. stadnze C ,nocnon Exn. .. ....... ] 5 Dvert to M Ru If .. .... 35 6. Slow Down CM d RunM .. 19 ] Construct P,rmanent Co Ols ... .. 23 8. SudItm Eaposad Scll ... .... 25 9, Winter Staarpation 10 Stamlrz< Snll le Fetal Grade 33 11. 0<welurir,g Aaivhies 35 12. Irppecl you site_ _ _ _ .. .. 37 Section 3: Additional Resources Now to mMMat<slope 39 Ncw to estimate area -... ...... 39 code Vet won. a ge W.wsnrmm :nrrN 9 w� �a snn,,M M nova I«, w„rn cnerx name a d' p Vrer perrM. i Usebni ErusbntContron Matting or naning W a Mary n lap..early .11, oven w r rye rx ,Media tod-rot germrnwron during ww sDring londl- 3. Wheremoles asV«Ifietl, apply, ,l2 etches whiz an 80904 mwr. Mulch should be trachea In wabddad who netting rn open areas vulnerable m wind. wmM -vollw, D 5. Iris Ann Wndt Is erosion preveenon and sedle ent "Omml? seaw,em warning imp wreamr rs ona onne tearer water qualM prpbkm varnront. S,dimenl can Nill1 weaken nah Ill dhIr organisms and adversely mpam c I.ou x on m wwnaMn Mat Mess rn Dixe antl 0 decrssn from armies faces M e.oand runctt Is remw. having larg<ar o.edl aelwrwna. oama nrnbu ors o,.r� the 1bynwit, I.d eeAlytolledanntransported to nearby streams laxe4 or wellantls. To e ant Ms irwneaPP, rig 's, M a npM prxlrces w prewnt armlet n sox m Intl coneVuction site must M used. 4. Install SIR Fence Pulp- Slit I—. .-st I-antl allow suapaMed ,adamm m woe opt RN nvo ant' 5M rent. mull be ns[a led. n the dl vn, Mthe ums1 o • Mrrwnnn any atcn swab Hnr n sewarn'nl s, .1 wake a me slate and tea aiwp,Mn wu� ,,. rem m m.r, LLrpc rm 4ryraM ores muwueanrmcvrr �„�w„u�wr a.wa.wr m..w+rr Requirement for Wince Corctnxeon nvMving aarlM1 a,smmance alllxmMr 15 or Mwn Mrore April 1s. me lolbwrn fl awprremena meat na aeneme m. 1 En III arxwss po n(s Hob Iced to prwbe for snow slack In g P 2 0II,et of ded.,D moreIl or mp - m,elkc! MunMrY of w nkr work 3. A snow menagemant pbn Drepered won M«uaM mrege eaa <omrd or mw[watw. regpidng <lea,ad ae�to M waned down s cps of al a rMnce end out o1 stamwwnr rrnaenent 4. A mnlmum 25 Not butler Ma11 bit me'meinetl from pndmet,r cowro s web as s I lance x or daturbance en�"far� to a weer DMy a u 100d,1rvo rows of sett on Insce mussM msaned along Ina uunmur. fi Drernage wmwures ust M Wrq open an" Tree pt snows Jice aams.m t wrnmr sranuvanw, nt Deparsnenl b Fnvlmnmamal Conaerwtlon wmwete. pualM omslon sormwere, senron 1035.. Man $t B kited 10 Norm Waterbury VT 056110408 Tel. 802.413] 10 or 3]]7 Fa.: 802-2a132.1 ,w,..wnalargpllM.aa,amrmwarern,m Do I need a mXt'r ce Any con rood on xtvMMat d.t 1or more awed C'and. or s rot nl a anger dewlmme, t pbn [hates II slurb1or n oreacres. padre, a va nt wove ormt nor wormwate, dschages from oonwnrclron Appiicate, Process i DUbkac 11 Mep 1 and detwmme Me Rex c.vddl M Me prop..se"prgea. •ww»mnrs Me pnl,nn e� www.ew.Mtw ,alrMnrwwamw r.mm. 2 npbMne me Ueparm ant ul you? nhlant W 10M1 st wnebucbon. S��r' a1 urJEC ar burr eft rWys novena you he&In r,rnurrtwn ro arinw su(nelcnl tore Mr r coding 3 0. yes eR ewer rn er n,r and n,ay pawn comuucepn. 4 ,rgecl rsaetwmbee r, M 'I.w RHx y xdimeM onrcnl mM fgrcrmsVunrrrr lyrxwn non antl s II your sere M not classdkd es lrw Hrsx. enen you nxrw rdlow Me Iaemrtment guram,ee in 0P :sso2a Ind Mo"wan Pax aaivhies w mete waunr,g an halw mrMxt m where to plat, v es theca do Me d-1. edge Id Id Mrn so. At I.d [neof doom, i'Aa..e le rw 10 rwl dow,htl from me en"ame Hope rasp a 1 • Emu. ore letrencs-atc n dire swl • Mad mum drwnage area M 00 M sh mY r fenrr. ea�oss me dopeup and upwn alb!) w nslan rip pnrow., ,ra a»nc, nit u,gn ambreax up now. • On oat rnwell sill ranee xroea nhM,m. ru,annsla or m Mr ern. How to Install sill lance: • Dga tie anB«nes aa«xromt ewnpe rod s t Ience along Ill veto • Freurestakes era m tlw dowM r ne cr uw Dnfanang nYrWng Vw err"wa ea mpme,� • Orww.xes age oleo 0ive 1 16- U ran pro' ` alang MM errcn . F r e« era Now Melnlgn Renvrve actmm abW wd meet Mrwe X e WM1py up Mer e I'. flats (bore rsuerwMd,n warwM aridlMw nrwnn.vxIts«r 1. 61hfence and omen p revurnng earth dmuroence meat M towerIdd ed anaW of hpien s ,vnd. B Mucn «1 wnw,rar an n u4M aDa tad d Ill see nramn,mum of 3 ch I H090J. - 9. To enw ac[w<r ofdsmrDaa «In.drr.te, urn nr dbnurpedw m�atMwabllixed m meA Oo each work day wrtn mein bw rig P., wrtn n 24 Mon 1lw«aw ann wvrxw med st abed ona whin. 24 Mp,a de N want soon a not newraaan •Dixmroenereesmatw «tens ova pn,m, such as err sit Inundwwns nr open did, tr»ncnes. 10. AbrW wamliiation. wow once mustM remosM to lead men I,— imcNness. 11. Use or. m stabihze areas such as [M cenmetw Is D.sl a .r mnsVucUon or wMre onetmcbon vehrck traffic re en[icipeled. Slone rams all 'd be 1a20 I— wrJe M a«om dale v.nlcrrinr Vem<. 32 wmmr uadxearaa, Stsdien 2 The I ro Rs u mems 9 1. Mark Site Boundaries Purpose: Math [he sM1e tapnoarws M raentiM me torte w n. oehrwatinewur srte wrlldep tdd,d rM ea or d wJMenm. presemw e ex wrr,g lalnon aand i r n cell m Me srle. ends: yo et pMaimlN meet Ill nettle s <onwm<tnn j$IIZZj TT{Y"�__� ••y+$$jam :12YS�I.213:Y-rrLZ7.:LiYi� 3 7. Construct Permnnent Controls Purpose: Mm,anenttmrmwerertreatment prances tot Illsor wit mtlwekrta-. dad Prevent downstream noodmg. c uAe decent on Mrde end wwlands. anon- bales, aml wormwekr fihan. Requirements If It. on war s te, pr whin me::nn man pkI M d»wwpmnm. win M 1 or mom pole per n Sere Srom n.r D-tl c mwarer treatment i on yuurrsne�w M nw w Mfa I npnwm Wn "yamonao rspa�<ea" How to comply. Gnnl«I Inc Vermont Slwmwenr program and low Ill req mmmena ill Me vermmn swrmwatar Management Manual. 11. slormwetef Mamgem,nt Manual rs a d"Ide I, w-ww.venolnuwiM.crwzwrmweln.nvn pwkrga�� Uu w ww/s ram v,nNn r�rwivxmrm rum Mr tall, 10. "Stablllz r Sell at Final Grade j�spnngm nit seed ann mace o, ermron mpg wean rt reacnea heal grade rs the bees wav to Drewnl erosion wM1i a construction rgnlnues. R t. q w 49 4M1 ^g a & III poaed Now Po compy Belore fre-n walF Iles sree /// w nodes Mundar es and Mgtrees. post sided or nalall orange salary ofa ran<e. Fen, ar«uhed on any bwrndary wrtlon 50 real onaa e•»ue .pollens areaaare,dy rlewkxa ler°wing roads. M.hir,ga em.r armwry�wwa `w nvMa xwpwrrcwrea mwa+waw 2. Link Disturbance Area %mover 11,at c11111. to .acute me gem atIo — on sire Requirements ina orm J pence areas vv tell on Inc aM1es wrttt n -wan todwharge. 'Jrry Ma xmepa bated on Me ardnpr zatbn met. may M.xlosen ware gjwm rime. S. rt Upland Runoff Purpp ose -_>-.r..... TI,I dr,lsrze ona d- I around tMaxpru areIt I r X t�iblprewnls clean wererfrom Decaning munaiep won an Inc panwruwh>n ub Requirement: 1 wamwabr rpm, nmo wp, one nom .pslopa areas Ind! your art. adiwrwon i-I. a ro wend Mo ee oM, you miss rnstallMrm hwom dkturbingany wrl. 1. yvu plan to have one ur mots ecros nr wit exposeA at r.wwrwa.nxaamxrrwxn. nrw,.w. •a,... Vnedrngroadel. 2. A.ewr,ga,kpeI me e,mmed erase zo:w Irl ma irwa�.w w .w.,n.aw,. 4 er,cr ��1IYY .,aaM•warowmw�:..mrsw .w.kwu wawMrmwwa.a.�� era naa � CmslruwN rrrpnpnf oMmla24 Row to rAnlply: Bring Ihw 11.m s«bons d1M art. to ones Ile ,nth sner wnwrpakn Mcanplwee. rota Id" redds, Me ne«for aadm aammem and <-., nlrcl n,asorea Ind ..II retlmw Ill 1 d sturbed a For deed rig end mist h' g nha folNrw lh< sp«emlona under el 8, Stab x rig Excused Scil' sea „t era Gr 4 S. Stabilize Exposed Soil Pis pine. g a m. ice rig apph "Y wnswn xrrcrn g nwrmmw dare el onwstag as Doa,tl Al a"nante, p,ol«t me sit, >ur wnwwana rs eaten song ReAll ulrement. Mof M usl nave Mm qor mrmenent webdes wonn]. 1.. cr 21 days of.- waved m Ise pml«t avrnooration. Amer et ve draturbenrw rn he eras must M wa .t- er tM eMM d exJr wnK d, rM blioang euvplrms apnN: • Senbtdnron rs ayrest rpurmn. rd, wv d rs to conlrnoe err Ill sea2nouns onmere rs no mreaaw br me Han 24 noprs. •Stebtraavan snoI .spurred ittM wit 1el 1is xn rn ten<a,lab,wl »acavetiIce. m orRlw7 will a depth M 2 het or greeter 1^ g rd noun lou,gation eacevatwn, uulrrytrenrlresl- All an.as.>IJrs[urMnre mull odes Iwrmanent webriro wM1hin 48 nmM W Ieecnrng noel gem{See page 3.n. 12. Dewatering Activities P.,pose eat ewer Pumped wan dawel.r ngxrwixbs--I I v _I, when Isl m. conw,urwn.na Requirements. wemr nom dIv,sl W111,11 Mat nwsoft of ne M ter. wet„ rip rim M Wmpe0rnm rm aewes lees or wetbMsanhs, Me weer ra ckaru How to -ply: trig^--x niters yr red meet ntte bags on aewater n8ascnarga open r r p p,a J «nerd, ware mo s tt Noce. encksams nsml on -n wgwated a ea, away rmm waerrways Rdmow acclmuldmenl anertM water Fes dkparseJ e,a III li LIxe Ill whM1 sasJ and mulcM1. RECEIVED AUG 15 2012 City of So. Burlington Now to coo I pr wan ah,.d orb MSe me co g P toensure that no more man the pa tlM reage is a'wdmae at onetime. Be ere to properly stabilize espns,d soil wile se,d and mulch er, .ds v ,d matting baler, Mgrnning worx �n a n.rr s«t on of me §ire. Raw to Install. . ,.oap„ann r a� .w Ilergn[1.5(M�w C-Flow mate'.4-1 aVr:1 b« 0 Flow Jegn:Xincnes SrOB alopn2:1 n, diner • 1. compxt me Mrm won a 1-or eenn„mvmg 2 Seed arq touch Mon orcwer wtn erode more tt rig mn,ed cell armr'nwa n 3 SbD] ne now cMnne y:m.eedann does mpkM1 et trot netted LM the :n rwl wM1h4 '„<h stone a Me [henna lope a Ill.— Ir. 20M' 4 En.0 a tea barns- to an ours[ aulD won till Enem. mxlhnmsno d,,allh..utiet 5. in. en..... wreion Dom anal) recta n n Dace InI the dmv,bea area, ere romgweM wallet." -sae reM A her a om oleo n ona. a..:n Wrantl mr,n How to comply. Premre ore w,l for mdrng M geed rig It. my 3 m 8 d_f son and esn rig any tar¢ rocFs or de-d.g.. set Lb Hw,rml1n.MnPary XtU waver Seq. Lb A.wn 11-w Marrw: 20 w.wu w a..ay e.s.aM ,YellkaNc naa E 7. cE,a-:..4 n:,, 3. Stabilize Construction Emrorwe Purpose A stab Ned mnstmttbn entrance ne Ps remove mud Van vehrck 1to present III Wng onto streets. Requrement: f Mere ..It M a,n wiz Ue panic on w me comuvwpn modem W-mdasuctbn begin. ' Inwb w_a www eve. orm4asr�rar �,ew.gnarmreadOwwaw 27 .MalJllm Expow.H b0 12. Inspect Your Sib Purpaee r �ngea�npRagu er r�recx, M Ill warn paaliryc Requiremems.� nrpecr ore at. at'---1 inrx awry r days and ntln mMw „owmwl mw,awlrs n disk-. Nrwlwnmg acvraingn,Mwsp«rncaeons -,w pro b ws dtmk. riwwa.age b.,.elY, row Y N L s.,rwylr 37 FOR PERMIT REVIEW N4 uc .vi �uy AcScaiauvc Uuu1Ga Uuum ULU LAWJ of the State of Vermont. Subsections (b) and (c) remain unchanged () Sub -section (a) notwithstanding members of the council sbail be disqualified from partici- pation in election matters before the board of civil authority and shall not be counted for pur- poses of establishing a quorum of the board' for acting on such matters § 13-1701. Appointment and removal (a) All city employees shall be appointed,, supervised and removed by the city manager unless otherwise specified in this charter. There shall be no discrimination in employment on account of race, religion, or political affiliation. Appointments, layoffs, sus- pensions, promotions, demotions and remov- als shall be made solely on the basis of training, experience, fitness and performance of duties of the individual, in such manner as to ensure that the responsible administrative officer may secure efficient service. § 13 2005. City Library Department The South Burlington Community Libras} shall be a department of the City of South Burlington. u There shall be a Library Director, who shall be chosen and serve as a Ciiydepartment head The City'Manager and Library Trustees shall collaborate regarding appointment or removal of the LibraryDirector. Final appointment and removal authority is vested in the City Man ages The City Manager shall be responsible to evaluate the performance of the Library Direc- tor: the City Manager shall seek input from the Trustees. Lc) The Trustees, with the advice of the Libiary Director, are responsible for pboVOsing to the City Manager the appropriation of City rev- enues the Trustees believe are necessary to fund UbEmyoperations The library Trustees in consultation with the Library Director' shall have authority to make, admit modify and re- peal non -fiscal Ubra 3vpolicies such as content of Library collections. 4c_i_l Except as otherwise provide, -the 1 i rw:y Trustees shall serve as an advisory body to the- CityCouncil on areas such as the Library's mis- Dated at South Burlington, Vermont this 13th day of August 2012. CITY OF SOUTH BURLINGTON Sanford Miller, City Manager Received and posted this 1311, day of August 2012. Donna Kinville City Clerk PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development' Review Board will hold a public hearing in the South Burlington Police Station Community Room, 19 Gregory Drive, South Burlington, Vermont on September 18, 2012 at 7 P.M. to consider the following: 1) Conditional use application #CU-12=04 of Real Charlebois to construct and extend a con- crete interlocking seawall with fill and drain- age on a lot developed with a single family dwelling, 17 Twin Brook Court. 2) Final plat application #SD-12-17 of Brett Grabowski & Jeri Milot to amend a previously approved three (3) lot subdivision. The amendment consists of expanding the build- ing envelope on lot#2,112 Springhouse Road. 3) Conditional use application#CU-12-05 of David Farrell for a project described as the sta- bilization of shoreline to include a new stone retaining wall and the repair of an existing sec- tion ofwall 1195 Shelburne Road. Mark Behr, Chairman South Burlington Development Review Board Copies of the applications are available forpub- lie inspection at the South Burlington City Hall. Participation in the local proceeding is a pre- requisite to the right to take any subsequent appeal. August 30, 2012 evenings. (08/23) CAT NEEDS A HOME: A home is needed I Frankie, a 10-year-old black and white tuxe, male cat. He is loveable, easy-going but r, able to live in his current home. Call Elise 802-399-0134.(08/30) BABYSITTING: I'm looking to babysit South Burlington on weekdays. I am a cE tified babysitter who has experience wi children. Leave a message at (802)-88 7516. (08/30) KAYAK WANTED: Preferably open cockl or ocean for space to paddle with my do 344-9804 (08/30) FREE FICUS TREE: 6-foot. Free to anyone wi ing to transport it. 324-9857 (08/30) FOR SALE AC: Kenmore casement air conditioner f a sliding or crank -out window. $50 fire 864-3789 (08/23) BICYCLE: BMX trick Haro. Perfect wor ing order. Both front and back brakes wo great. $100. 658-3358 (08/30) BICYCLE: BMX Haro F4 bike. Painted Ras colors. Recently serviced at Earl's where it w originally bought for $400. $150 or best offs CLAS A service for Soul Ads from SB residents for Items for Sal Items, Lost Items and Vehicles For Sale space available basis. Business, Service ads cost $20 per week. Make chec TheOther Paper, 1340 Williston Road, run until payment is received. Submit the above address, email them to cla to 864-3379. Name, address and phone For details go to http://www CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 27th day of August 2012'a copy of the foregoing public notice for Real Charlebois Conditional Use Application #CU-12-04, was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: (full names and addresses) Issa Sawabini 4 Twin Brook Court South Burlington, VT 05403 Carol Geske 15 Twin Brook Court South Burlington, VT 05403 Christopher Garcia PO Box 1223 Williston, VT 05495 Dated at Colchester, Vermont, this 27th day of August, 2012. Printed Name: Phone number and email: Signature: Date: Heather Graber Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 v� southburlington PLANNING & ZONING Permit # C -1 - & b q (office use only) CONDITIONAL USE / VARIANCE / MISCELLANEOUS APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): (X) Request for a conditional use ( ) Request for a variance ( ) Other 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone & fax #): Real Charlebois c/o Ron Charlebois 950 Route 7 South Milton, VT 05468 2) LOCATION OF LAST RECORDED DEED (book & page #) City of South Burlington Land Records Book 134 Page 158 3) APPLICANT (name, mailing address, phone, fax #) 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax #, if different from above): Michael Burke, P.E. Krebs and Lansing Consulting Engineers 164 Main Street Colchester, Vermont 05446 5) PROJECT STREET ADDRESS: 17 Twin Brook Court Office: 878-0375 Fax: 878-9618 Email: email@krebsandlansing.com 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 6) TAX PARCEL ID #: 1730-00017 7) PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): The applicant seeks to protect this property from wave erosion caused by high water and wind. The applicant proposes to construct and extend a concrete interlocking seawall, with fill and drainage. b. Existing Uses on Property (including description and size of each separate use): The existing use of the property is residential. The first floor square footage of the existing house is 1,350 SF, the basement is approximately 1,000 SF and there is a 225 SF concrete patio. The existing residential structure is within 150 feet of Lake Champlain. The structure was built before April 24, 2000. c. Proposed Uses on Property (include description and size of each new use and existing uses to remain): The proposed use of the property is for a residential structure. At this time the applicant seeks to protect the structure and surrounding land by constructing a seawall. d. Total building square• footage on property (proposed buildings & existing building to remain): Total building square footage: First floor, single story residential structure 1,360 SF Basement, single story residential structure 1,000 SF No new building construction is proposed at this time. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): Existing single story residential structure with partial basement. Building height approximately 18 feet. f. Number of residential Units (if applicable, new units & existing units to remain): One residential unit. g. Number of employees & company vehicles (existing & proposed, note office vs. non -office employees): Not applicable. Residential property. h. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): The existing residential unit is a pre-existing structure within 150 feet of Lake Champlain within Queen City Park. The existing residential structure is located within 50 feet of the centerline of a stream. The existing residential structure is located in a stormwater management Overlay District. The proposed improvements will disturb less than acre and will result in less than 5,000 SF increase in impervious area. The parcel is partially in a flood plane Overlay District. Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2 8) LOT COVERAGE a. Total parcel size: 21,375 Sq. Ft. b. Buildings: Existing 6.36 % / 1,360 Sq. Ft Proposed - % / - Sq. Ft. c. Overall impervious coverage (building, parking, outside storage, etc) Existing 9.47 % / 2,270 Sq. Ft Proposed +2.52 % / 540 Sq. Ft. (Interlocking concrete block seawall with stone textured face) d. Front yard impervious coverage (building, parking, outside storage, etc) Existing 25 % / 325 Sq. Ft Proposed - % / - Sq. Ft e. Total area to be disturbed during construction: 9,750 Sq. Ft. * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a. Building (including interior renovations) b. Landscaping c. Other site improvements (please list with cost): Interlocking concrete block seawall & site work Drainage Improvements Stone Riprap Erosion Control & Maintenance 10) ESTIMATED TRAFFIC: a. P.M. Peak hour for entire property (in and out): 11) PEAK HOURS OF OPERATION: Not Applicable - Residential 12) PEAK DAYS OF OPERATION: Not Applicable - Residential $ Not Applicable $ 8,475.00 $ 48,125.00 $ 1,965.00 $ 9,600.00 $ 3,500.00 $ 71,665.00 13) ESTIMATED PROJECT COMPLETION DATE: September 2012 3 Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2 15) PLANS AND FEE Plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. ' L . n� SIrNATURF OF APPLICANT SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: I I have revie ed this application and find it to be: COMPLETE ❑ Incomplete ilt ; 1, -1 2 -PA mi i trative Officer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Conditional Use / Variance / Miscellaneous Application Form. Rev. 12-2 STATE OF VERMONT PROBATE COURT DISTRICT OF CHITTENDEN, SS, DOCKET NO. 13728 IN RE THE GUARDIANSHIP OF: REAL R. CHARLEBOIS of Burlington, Vermont CERTIFICATION OF RECORD I, Debra J. Brunell, Register of the Probate Court for the District of Chittenden, having by law custody of the records, reports or documents recorded or filed in the Probate Court, certify that the foregoing or attached copy of: APPOINTMENT OF CO -GUARDIAN, in the Guardianship matter of Real R. Charlebois of Burlington, Vermont in said District, is a true and correct copy of an official record or report or entry therein of the Probate Court for the above named district, or of a document authorized by law to be recorded or filed and actually recorded or filed in the Probate Court for the above named district. IN TESTIMONY WHEREOF, I hereunto affix the seal of the Court and subscribe my name, at Burlington, Vermont in this District, this 10t" day of June 2009. Register STATE OF VERMONT DISTRICTOF CHITTENDEN, SS. IN RE TIIE GUARDIANSHIP OF REAL R. CHARLEBOIS OF Burlington. Vermont APPOINTMENT OF CO -GUARDIANS PROBATE COURT DOCKET NO. 13728 For the reasons stated in the findings and conclusions, the Probate Court for the District of Chittenden appoints Ronald R. Charlebois of Burlington, Vermont and Roger-D. Charlebois of Essex Jct. Vermont as co -guardians for the above named person. You are granted the following powers with respect to this guardianship: R 1. To exercise general supervision over the person under guardianship. This includes care, habilitation, education, and employment. * See agreement fo the parties; it 2. To give or witl-Bold consent to medical or dental treatment, subject to the provisions of 14 V.S.A. 3075 and any constitutional right of the person under guardianship to refuse treatment. m 3. To exercise financial supervision over the income and resources of the person under guardianship. to 4. To approve or withhold approval of any contract, except for necessaries, which the person under guardianship wishes to make; m 5. To approve or withhold approval of the sale or encumbrance of real property of the person under guardianship subject to the provisions of 14 V.S.A. 2881, et seq. J0 6. To obtain legal advice and to commence or defend against court actions in the name of the person under guardianship. In discharging your obligation, you shall: m file with the court within 30 days a true inventory of all the real and personal property of the person under guardianship. m redder a personal status report on each anniversary of your appointment date. R. manage and dispose of the estate and effects according to law and for the best interests of the person under guardianship m " render an account of the property of the person under guardianship each year on the anniversary of your appointment or at any time the court may require. lk upon expiration of this appointment, render and settle the account and pay over and deliver the estate and remaining effects to persons legally entitled to same. M provide public notice of the limitation of the person under guardianship's ability to contract if so ordered by the court. (see Rule 80.1) All guardians are required to perform their duties acco ingtothese instructions, the rules of probate procedure, pd the laws of Vermont �.% Dated _ ! Signed ,Judge Probate Court, District of Chittenden (SEAL) Abutters List Real Charlebois 17 Twin Brook Court Issa III W. Sawabini 4 Twin Brook Court South Burlington VT 05403 Property location 4 Twin Brook Court Parcel ID 1730-00004 Carol Geske 15 Twin Brook South Burlington Property location 15 Twin Brook Parcel ID 1730-00015 Christopher Garcia P.O. Box 1223 Williston, VT 05495 Property location 25 Brigham Road Parcel ID 0270-00025 lacie1201111116216butters list KREBS & LANSING Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, VT 05446 Telephone (802) 878-0375 Fax 878-9618 email@krebsandlansing.com August 13, 2012 Ray Belair City of South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 RE: Conditional Use Application 17 Twin Brook Court — Real Charlebois Dear Ray: Please find attached an application for Conditional Use Approval for the Real Charlebois property located at 17 Twin Brook Court. The property abuts Lake Champlain to the west and the confluence of a minor stream and Lake Champlain to the south. The applicant is proposing to construct shore line stabilization improvements along the west and south sides of the parcel. The Spring 2011 flooding caused extreme damage along the west and south sides of the property. Rising water and wave action from the flooding caused water to actually flow beneath the existing building on the south side. The proposed retaining wall and landscape plantings will repair the erosion on the banks, prevent erosion in the future, and protect the existing structure from future flood events. We believe the proposed improvements are allowed as a condition use under the Surface Water Protection Standards of the City of South Burlington Land Development Regulations. Under Section 12.01C, "Surface Water Buffer Standards" or "Stream Buffers", Part 4 states "The DRB may authorize the following as conditional uses within stream buffers, subject to the standards and conditions enumerated for each use...". Part 4(C) lists "Encroachments necessary to rectify a natural catastrophe for the protection of the public health, safety, and welfare" as one of these uses. We believe the flooding caused by the minor stream in this area, to the point of water flowing under the building, qualifies as a natural catastrophe and that a retaining wall in the stream buffer should be allowed. Ray Belair Real Charlebois Conditional Use August 13, 2012 In addition, Section 12.01D(3)Erosion control measures and water -oriented development along Lake Champlain, specifically allows development within 150' of Lake Champlain for the purposes of the installation of erosion control. A Landscape Plan has been included with the application to show enhancement of the lake and /or stream vegetative buffer in areas where retaining walls are proposed. Please contact us with any questions or comments. Thank you very much. Regards, / 9 9 ��4 Scott Homsted, P.E. swh Enclosure CC: Ron Charlebois Page 12