Loading...
02-001 (2) 1 2 3 4 S 6 7 8 9 10 WILLIAM A. IM MICSS i 17TtM CASCI•❑O 13' I 15 0•.2 D a2 i t u Lv wLTY S+PEt(i DEEP) t D 2 E EA c Pa(R/17L su ' BMW ff SF1 m Cfl} ya s4m mm H - Y 7 Y r-0' I r-o' Y Y I OF W&trAY 10 LEY 9 1/4 PER n. A GF3iat4 SEOIpCE a acFx: �\ 2 wz "°°° '°JO 6�W a s1xD FoF I Y — B\RRER AM REPA lArf Latin Xs H 1.Suaaa Ro REYCO a rt F_ 12, = I a a a* if _lt>Sex _-.—... S OMO O%rLEUM a sa rte. CANON - ---- -- veM.�, t-S%aUZ"a SM AM P❑CSit OF EPo"ll aROL& PACRCffi t Vv_frAIE)A, LMOSC PE AAt; ECILRE `--_ -------------------- oa+cN -T _____________-S I.FfEL4.}7 cmw I0fF1CA'TO6 1PD yE.iT*LS tq le-.fd(Syli DE PfR'OAO 1"100 FEET a MY METLA U co. _ vuNN�NC _ 1rETNC R(XiDCVTS OF M ORDER a COMMOG Ho(BEEN CO1ftL''a ❑ ❑ ❑ r ma>r-ED cPIAFEn sRIE I i _-� sLETCM PLAN st><( AREA IF(R ANY Ran1rJTKU1 Mo ' 1&XFFR mE%kL EE FtRFMO LMEX H SLIPOMA OF W DM 1r Cdi'ACtED BS1oa}�CFaof1 I O i µSy ru NeDs SWIL rnrnm TO SECTCr 150(51.e-SEcT0161 PPRRTSSSOIM�L AAOO Ot PROXCr e.¢N 1D3o T,PC Z• stx..es fsozo TM//5oai a TlE Co,MU�FxrK a 6tlS5,RfACTS ,sa F�c+s,..,�a� s.uzT SLFrBLSE-CpPACRD Si.FUd1lF SW[vFD FOR 160+aY51F0 WSW SOTS F ual aE SOBS tE KXWPAm TO 1❑1 LDS DWI MSR OF THE*%"gym �`" I SET MICE AID aLARDO IAFI:BEFOE ANY aLkb C OR DGLA. '04 OF S11 FDCL LO OON OF SET Ma TII. .,3•3 S 7-6 5.13 ARE FaW.ER'JMTE AS PEOLVED OD=OF H PLL WM e6m.-S AS t MUMED M SWOM 5'UJAIIAI ko RFN✓t&LMT SWLL BE SL4M/RAOCtD N M FETD FOR(EYES*0 APflRAX EY 7F(DMCMMMX F. a,s•e i 2•e 3 e e Me REPLACE"GRR.E BCI" A+=ZEST DES A001 Tig,Corso"IEMO t'. SPUbtM Ot DOt MpgSQLOW{TO FAOLIWE SET FDCE DCLNIATCK`L M VOCH WY BE OAT BY C.4.'ONIAKa rAVAN Ef.GOu E%�IMG moxE 1060ES STOM 7WM7WM M FM MM20".TO OE FOCI 1(ARIF.k To 3tOf�E M--> FLLM CA. ADOX OF VgVg.E EFSt.W Coat S ML R PFlfd'YED Ta Wr ME%M L*cXA-f A37ETLF M iOt+R 9FKFPE IEY 3(PE IBIIS WSnF.WCE SEE aC.C]I lKX. W FDCFS OOL1tXLPE a TFE F aWK W On IGIAM Ad PER M M044GS NO ILOE PPE TREICN BEL'OFG IS Fat CRY OwW%WCES FOR SAa70TDRCM a 10-WL AID ESEAHAHG \ BEEN W%CV IF REOLTd:D N M OF a CO[lKGK6 OF NAW PTU4 RMLfff01ETRS mua�k ONERSS Ac FOR FLtH a Elnt C�exrG � -__- _- ----- G 0'OFJ6aLITY a M FOR H CCM.as-DR �`--- 1 SET W CE DOLL SO K AS THE LK a WORK MR DC FR]Ea.M3 OONSTRt7CTYAL TD VWW IDJFF7C• 16' WIDE CRUSHED STONE SURFACE C01(UON DRIVEWAY SECTION ---------------►t SWIJIL .RnwM a I(cnA•,CK OR MU ALMWCM swE SE PU&MM CH TFE KU40 SCE OF TW STONE RIP-RAP APRON SILT MCEAiEAR.%LW ten(Alr M APPROAL a M"WW"OOHS ATAYI aaAS K 1106 SOKIE II06 N0 SUIE l TEIFY7NAY RLWfF CX7C S r;S,E MTW Pte,TDf~D460 O1CROL WALLS SFVLL EE ICDL L WM/MKD AM)Paoli AS K02m R!TO PmtVT L=Fl"AODAwwG or Rmff OR SEDAE l 2-)STAPLE 7W M D LNR FM OXX AM WOO ARE McLDM MESH FD. A S 9E SLgkW It ON C061UTOI a LOWNG MC FNSI O K O1)W P RKCN a Xf STC 1W ARLE FEa I.)DDC*.AE AAC 10' � AC MD SON'E 9VU EE SEE=OR"M N A="-:E NTH IAA WS 0.=F1MS a FEJ..MLJR. ((,,ZCAUNTa 1 - w SWE aim PER i STODm(E a YVPdi-S: S A(YM a DC WYi 1M3 SUa;ES PER fYtE AIKCIL tB �j -- •� A �lOE-a-9iPE a ALL STOCAPifD Xts 4Y11�FmTECrED Etf saAn 0-r stES DR tvsoE FOR F / V HEMAM SELF OfA c / bu VEDF£LOOSE S" d Ia sTauvs a sa:ss+u P£N vEnxo AREA cR RmN x•a SURV�''YS.AC. ff"E2K ONES N B3TR.0 a �+ s11L F lsFAr RLE usaE A carMA7xs rJt M+cEK�Y C sa STORES SPA11 DE%WED N)5EUG NTH TOFMWPY ONU As Fev Fa�a �K i a fx ST. ( SEIIr&SPELF=06 OR IIARED F Cib[MG 6 W N DELAYED Rfi SCKA1WnX I 1MOER 12•bw 1 ila' 7. FAI {13•S 22.]600 oEPRK 6 E ON 7KK STE�ISM F_-A(� JEMpo W IE S S *C4 8 2 B D DE00M A SM OF M MASERS SEDr.SW 9w1.ba,FT. Ha NLS-25(WOO 10 BE KEPT CRY) PAOO D ( {- --�-> SV - LW_W FEET SrA ft FAF srRo, 10•A10'PEAT t/1'awm VASD SRE-2 OaC YAM S 3/4'TO 1 I/Y WER PLW µ70K.0-7CP b 100-EM A I009MMM X1 909M MID SEDWO COffa YEA4R£S 9OLL BE PGPEM DCLY D"O SO awm Ro mm ILL RAN SXW6 BY T7E CO0iL1W*0 SWLL BE RTSO N FUK xwc ONAM IABE E 3.)ATTFCM MIRE MCKKG A)arJCU 40 •"i 1'xer PAS(l0'LOC)TO BE MOMMY WJS XIE u/a.M SEDlea%VLL BE X01OYm Faw SaT FDCES aK OM nab*404 9 ( FAbIF3ED r/2 1/2 LAC E k0 ME*F TO T fD SOL B I .' � Man r WIDL Fi7R M 1RDM t. • V BOLA(FA , FA80C Mm I=swo l SME Mm FITAH WN PCET !. ALL W"06DPRD OLOC VAGT ICICH 9OLL BE REs'Y TO CNtc. � A CL�IRWA10 r/I A - A � FXE std NO M. C IIRI.W OR WW LWX W4"6 aVa;M. I'm WOE I( okma B B YORrrE Fat IFE 10Q 10- SFtµ1 DMU DEW"OXRO.BEFiM QK ALL SLCPE EMSMOM N TSE lETIAFO RIM 1 pE-RWF[�Oi M3RISE FDR AREA RD AS NOTED ON M PLAX)01W S .L BE CELJADSE FBRE F)XX MTW in 1/2•X 1/2'M q COPACUIED ti DO pom 23 US PER 100 SOPS FAepd WrMo 56tH BE SMU*-X(,)AS dST OM Br ROM MM FNW WRp PCMq x 51au BE FMGRER i} 1 r WtµL XdOI.YC COPACSfD �'7 )' •1, SCLRM US CEPARINM OF ACROOATtfE.SOL.OD&EI WTIt SERS CE-37CItRS CCNtcCOOR. - FFS91 ARM 2 0805 OF STAYF- 11 kD FtXc A 6saAaE a 4' COLR TO EE APPR00 W'11{ $$$ IkCQ:APE Awwwr. ICPSOE OR ALL AREAS 10 BE SFi*EJ. EROSION CONTROL BARRIER /-4� HAYBALE CHECK DAN TIUBER GUARDRAIL z)APPLY LA4 u A ROE a M Tuts OF 900 LAES•;OE Fat ARC 5E s D +� RD 9cCE u06 (1oD I a/TOO,sa Fx) D w 9rxE �3 Ifa6 1KO yxE 3)PERf:ra: � A)FOR SPRNO SEFrK APPLY U-10-10 FERTU R u A FOX a 370 US, Q C OLtSSED 491EµDEG BRAaR'N Olt 1F:K T4R ADZE h EIS/fart 50.67.)Ma fE[rOC Nq SOL mK To ECM V= V Y-0• I Y-0' 2'-0* uTDt,APPLY AR AOU;riW.3D0 IgS PER APSE CO M WAri 2 A)FOt FILL APaY 10- ¢ER to-10 FERA. R A RAB OF 600 193 Y<2� -1 t)au SttPE r!r PER XRE( 000 SOFT.)no wm NN SOL m E° I 6) FOR THE SE7D TYPE CCWfR SEID ll 11 ID7 EDeE TTUN 1/OFSOL j J r ) S)MART IMOMW YCM HIV,EPEE OF WEED SEAS 03 A PATE a 3 NZ g L---- b ' ApY�AT rBOR�"IT mmmm i)PZWM SREMM NGE AM AM NU BE EXROSFD FOR WRE TWM OC ---------� otwl IDLTH MAR.OR VAN FWE W.-Cm 6OXrLEM 3•-e I r a I S£CTXN at Q STONE CHECK DAN FOR GRASSED SWALE I I REFEED SCUM 1 i Tsarx K air#= aTKY ST 0 PIMSH Ma F I tY 6 tY-r I 1 b SPf"UE(APPRCna DRA(IAr ( IICCf1D(B-r W M)RP RAP Ir IOI DEMMH u i l0U37CN--- _ Ct1rtGaME OF Da,ETLKt• 1r KXaPKTED `> q SU SPRK 3/,•-1 i/Y OAY3R --- - t SOW B EDIPACrtD 4e-CNO: a OUlI �.\ �: Y-0• r-d 17f-M. r-p wism r 11 Evz 4LFE t'DWCER 2'-0• ------------- OFU711 FABW SE WRCR B & r C IEVmFP 10 TfwA sECrom PREDC mraTE E(x rarERr PFXlELi tb. AK3F-G�AWa EAST.GFO E AS PLX Khhtfx ui m ,� --ff -- rc;;A rEa raaKs FILE D1 Warm A Cann IN Py'b A.-.W CC1PAC7ED 9.B-al la-SET Na•ORY PIL a c3Poc"MGTES Q TURNOUT AREA LAYOUT PLAN STONE RIP RAP SWALE WiTH SEDJUENT BASIN BOX CULVERT•SECTION SrnMAMS A He SOL uK.s No SCAE A y r� 1 2 3 4 S G Y 1C�5 7 8 10 ']CST NO. 7 Or 7 1 2 3 4 5 6 7 8 9 10 WILLIAM A. ♦ / ♦ / 1 �' `" / CANON ' ! / i ..@1Z. / / 1AN 0--ARGNfieC7URE ............................ ! CNNRONUtM K DQ ( ♦ / 1 0" / aN ♦ / 1 ; / COMMVNRY PLANNING :i:i..i:i: / Ise NDIRWWPTON J111EEr \ ♦ / A!Q.....i:i':'' •' 1 � � /! / cw><miarro«,w 01027 }g� h1. .15.527•:555 1 ♦ / ' a ewoNVOaAVANrr.cou I 1 1 W Am G �; � ♦ k' / j i' •� / LANDSCAPE ApC7ElECf ' I ; j % E705TEC tt[AAw! / / t rr:•rii:•rr:'r:i-r:•:•:i•i:•ir:':.r:•:•:�:•r:'i:•i:i::. ` '/ / � / rs I /'/ / / 1 / A7�E10R5 A B:atT1e ►r�,Gs6 9UR INt / ' I vEn ................. \ S yY�.... {!FA'?A':..:::...:::{l:::::: { carte now i awx sr. W \ fk ♦ •:,:..::::... TEL 6 1 3-42 7-3600 \ '"rr:<!'::::ii•:rri`.�.:✓.� { FAX I/1•St7.0250 ♦ \ :..'1�117.•.i{i•r:•'ri:'•ii:i'cSi is i ......... ......... y.. :..... { / E �� \\ WK ol \\ _ - D W A170 81 :t / / / / W B6J `'Tl$ W A131 1/ EiWi9t IACA /� / C X11 CULVERT O STA 9+58.00 WETLAND REPLACEMENT AREA NO. 2 HM se SW 101 WL*V OUMM s RULAW""'ttMLM ftD Sz1Raa OF W= C RAM DO RP w m 2r ? LWM OF MERM■AAMM AREA-Sm SM:Pt v1 FOR LABS 113 Y I a' 7 8M E MO M AT VULW LIMY(6•IK k S®• SET RK WAE IIEM M 11fM/1{K IA.IPI t PIMIf YO�EE mm GM a EAASr EROrc swots rota t 7t1f6ER a1Mm ni twc E CW70E t-7 wfo nETAEEO TO aM AF ER SLOPE V*SMW tart maE tet ' i { i C0AMM Of Kdu tto FUM ��CONN== _ - srnE t iM)2 1M]1NC i.-p10E t cote wx - - _� _.._.._.._.._.._..-.._.._.._.._.._.._.._..-' 9 J 106 W.N 1/ i t00TA 77M2E l&V.1R7�110 EYO.Y CImft sLtm — (W L•f Iq. M31-OIAIO6 ' OF DCO13M A K ACt M AS Cc�q,t MV.dlf 1 RIDIm)0 ACHE:WLAW maw)F 0 11Man-A Caen - -• -•- __-_ M NFAb le�wrN R17M 1?i � ME1W0 lAlI1 LlE �IFIAD L.beeo2 Md4d 1 SFEET VMF IOD Nm-mu WX SEE mm Ctm55010 a REPLACom ppp7l m AS REP AU 10 AC KW KXAND iflAMM CUE[L'WC R'IIAZaC1 71K1.2 owom FAM AAN&DSrALS A WETLAND REPLACEMENT AREA NO. 2A & 29-TYP. SECTION 11EO11DFD A f5 AS AW ttET1/Q i1rN P+wE1 RDRROr �1 WETLAND FOR DRIVEWAY 0 STA.O+DO.00 n MO'"n t E tEee ma" i NOT TO V-kE 36 1 1/4.=1_O. 2 3 4 L405 Naom 6 7 8 9 10 ven wo 1 CF 7 Ak Aft 1 2 3 4 S 6 7 8 9 10 WILLIAM A. /, \ \ s Ali j' \ �.� ` \ /'�/ \�\f �'•�♦�'• i ♦ !'`ii YFEitA110 REP CROSSING& IICEYENT PROCEDURES ANO SEQUENCE Of MbRK. fIOE M NI UPkI� 4IIIUl1I Oy,OS N M NoRI(IVMT �\ / ♦ H rF Atz : / � / y<'� \ � �'" --- \\.\ wxw we nc srz rea TO rntmw OR Inc ocsauKN OF avers NO sa. CANON V�U V T_ \ /•"' / . .♦ / - 1. SW OR FIA6 INOW AEFAS N0.lC1G Wf a KWIC)W 6E rILL0 AP NO FOE a OA A d \\ �.� $ \ I / �� \_♦♦ / \ SLOPES wrt RUtACOM rrst NO ACCESS ROM m RFPLACBM Axu c.«�n�o`wu�oa�cN -""mac +s \. / \J, ♦♦♦'t: \ '�' d1pA�. .................•...........: \ °B. \ 2 WA FUVCDfM NFA BIT 00 NOf AW4 SUN OR 537P M A wm st7 R)"6 ^��,"<W �.� ....................... .. �' \ �\ R6DljII1 GONYVNfTY PWAIINO O A76 ... .. \ `�' .. b' At '' // // \ "'�"��— _•r••• '������� 1 N611L1 Sit POKE NGG tONtlt EDC[OF IER/fFAEI(f IKEA AS SMOM ar RNL A7 FD" 1610 Nofnlx pTON IFTRW KIIJAND rwmwa"40".w 01027 S N F A L E. TDC H FOR A T FM No B E Cix O' WooM F A R E U 1�M 0 wf M 4 1]•6 2 7.4 s 35 PNOOtSS w N D E 2 a m m OF PFPIACEmx M E t m a t a Sly-FEMY A L a 1 G E D G E OF wftmo mA i o r N 4 1 2•6 2 7.6 2 6 6 BE FLLED(NSMI M INID). A W SHALL E Lin FOR MAKE OF SICFNI amo*T INOL AISi lq 1 I \ �IORF mmum OF F[DRA c.NONUO�AVAwcr.cou '1�. .`�`::. // ✓/ ♦ iQ6 VNC$CAPE AA7f= Q ._` .• 4. CUT OR MME WILIVD VEOWTIN m BE MO1W WHIM 1ERAW m BE n=CUT TREES ND tF A77 ....... "� - i �•.?•.:. // i / I EMWMI TTY IN art pDY IM CROLNO a W(PIAMTSPIANIS MPR0 WMY 1i m flauaM - "YA:ANO DISTUR&?KE ARU � ....... �" /1\/ EOMIDIT TRPft N tETNO.PF]Aw$WLLDY /S OF ho"NO(EDUCE MCKTI E LOSS l! T,p / , / 1 BVtlttlt S E7YVR M PWPOV R7INSlEM MEA m APPAnKaY I FE BELOW DESIGN MAX DONP1171 KW 9MLL BE DOME FROM OAW M M" EXCJWOFCII SUL1 PROMM :•�, ) K 4 i I —\,C FROM THE KUM EDGE NM THE UiNG NG WY t PIIl4D WIN NMXZEIR RNFMMM ISM SIPS :.: / z BEIDMj m WE"E7POW Cr THE OPEN Or.4EtCK M F10FCT 4ETND SCOW SMLL E •� 'G� / i�O ♦` mmm m vow M E14"J"AS I P100ES5ES N OTmQt TO Yost SOIL No almocom / /' ♦` OOIUBIYI WsW 5M101 BE ADAMM F WCE59W FOR DESRED NETAID MACLOW 7. `��' & INAE 4flCte sOL ND KARn;rmm vmw m BE nim DMi m M IFPER 6 m u RUES CCMSLtVN15 `� 1' ___ 7^'— ��' �, ♦ OF SON.WIN mm NO PLNBS AS m MALT IUSs NO wmm m RFPLALwff(RCA mm ♦'♦♦♦ / '� ♦ POME no E4DLT NO LPOOM SOIL NO RAMTS N 4EIIND IIHMOEMT MEA m NFR07CGE siA6EY0R5 t 11CNI0YS :.: fPlsD a41DE. oFD4FDOlt BF»,>:T MAY BE tA[D m PREA Sa E.007CS DDNN OR m SPNED FANFED j.]EWAM _ ` F OMIL,Rff A 5110041 REAED O W 6 NOT RZpAM VdM PDSSHE PUNTS No SC(9DUD F ♦. _—_ J -/ /- .. . ........ .......... �' E wmm SOIL OICF. FaAPIFJIT RYF'C M fERACEIEMT ARG 6 m IEEQED.tml ND 1PNFIC RR ' .. •t.`::::::. :::::::::.. w- --------------- ax tvIND sas ALPEArn PIAC4D. F "/ .. ::::::..::::::::::.e:::::.°.:v:::::.v.°.:_... ♦ K9 CF INCt�Y t x1061 St .. : ................................................... �a "'__ 7. E70F,D ROAq►4'lY0 F45VLL aAAERO N1ER SOL AMD RNlis ARE RENOLFD FROLI A 567LY1 OF P06T aTrE tnt 1 r 1 .:::::::::::::::::o.°:::v:::v::ac.�:::::.v:.:::::c:. ♦ ------ M 4EILA D.RE=D Ri SDL1D BE RAM 10 PAM OW"ACCESS ND m 5DKM M samywn E VOL .: ...................................:. .':.'.'. :..:..:. ,;lFc, ;;;�.:.. a'�� OONIINEC Bflt7F 011E SAIFMLAU615S M 4E7UIR1 ND M dA.YFRT SWLL ff M57N116 RFOAE FAX 4 1 S.S 2 7.6 2 6 0 .. ............................................ �♦ CUIYflE NbTKlAYdI 9101 RE C01F1L1ID N NI E)ffE01D01A IMMNIC N F COMINNAIJS tCIN]IC B4: / NF A15..:::. :.............. ~ 1 �' CuLVUtF PPE SHoLL E ON STE EtTL(E NN wom Kcw AMC MO WN1 RKL E fdHA6!FOR 4D :SxZdC::•::'::•::•::.'::•:::•::•: / a ((GINS JV TOOTS DEW90 FOR 11E CILYM AMY ROM N M STM N aYLL E S6CIPMED IM /- �' ..a�•. a PIPED at PUPlD NAM TE VM MEA 111 A SrW OUIET. D LL SLT IDLE ACROSS SERM i ... .. ............... ..........................::... W A74 / �„ CHANNEL EL DOEWWJX OF IOM(NIA tNemy Mm ODUEIU IS Nsms NG YET AID Ol/1 m / t / a1F715C11 ND St7 ♦ Rf1mIE ft7Ef NO ♦ i A25 S� 1tBmIE Fld TEACH aAIQ1. / 5L ♦� i 1 ! A4t....................................... ...7 .. ♦ ! ► 1 • B. tE1M NO tRteN 1041 gID. RfPUCAEM ARFA F ♦ AOdfDNq S0.6 M 0 t F L a MFFDED ADM" WE ya t o , F a ♦ ROMEO 4E11N0 IOPSCE OR♦ AIIJI CIFiW iAEI LOW HEY E tTIM M APPIeeL OF M {t:-aif:'jrtt:}:::i'.':�•ii:-::':?:-::'istiC':i!•:i:•:.:�.:��"�i{{':'a'i:•:.'.::::::•:... HSEL�, ..................... ............. '.. 4EItNe SCIEMFG M-SED IM ET IFADOF SaD MX DEEP YU4W ON :::... �.� IF An I l t ♦�,as .........•••.......................•........................... ...... COIICOIIM10E SEEl4e M ANEds a LEAST AND HALM g4iSGEG1ID ARd6 tax ttT LN;IDD10 WY to SOW. ♦ & uIIK WA AND MUCH,SLOPE AGM IERAO9W NIA NIIIDC ILIJOF m PftYOr SaWff Y :�'I[AIPD`�`�'� DdurEa IW YEPLACOOI ANEL ':..:::i i r:r:i:ri.•r. / N6Dt1 SEDNBI AFAR S ETN@N uPLNID SOPS ND ItEP1AWK - s>< ♦� _ •� \} _ t V Q` ��... :•::,1i6►.+::::•:: •:.�.�.: .: / ♦ AR6A sILT FENCE Nns LDIEA DOE of t4PtACEDOrt NEA SHru.E ROrILfD As sDDl1 As YaEDDAE /{/ A :i' O A71 ' M�� `':'Yi!NT/ \ ��, -:• ':::�....... :........................i::' 11 ; 00YFR 6 W11 6098iPD 4A1i1 RFP1NHElC NEi • . ♦ 1 rr/ .. ♦ 7 1 tF A7D bl 15;• IF 4 1 �� • _ d \ v ♦ ?. \ Is IQ IF A69 BOX CULVERT O STA. 1+50 At WETLAND REPLACEMENT AREA t1 s ns C r I r r a C a Ito swat aMlm FPL 1 p�aDmE LIM W 1ETUM REPUWOB/FFA-SEI 57E R/N FOR HANTS 'gem I I 1 1 am EXdF110M A 111113.010 LnW(r M tYP4Q t 5EE11 SET FWL WAX ELFMTDM FNRM 6 N IIULN t f1AllT SL4'E Q am Pm 1 SLOPE MAX OF EARLY COW W SEASON wm m Maki.HET EIIDS OK Y ILLL Dean t'-r IFm 1111N)D m CaRNOI Woo ff= KM SLOPE 111091016 FOR CONSMUCIDN OF 49" q I FRI RIOPN=am m CONIL1aL 1 Em11D Cm B NESUJD tM9F WOE - t -- B sk 100 -' - E7Q1WE tFi3 Ato RFPIACE AIEA t11M NEYAO SONS t RNIIS� Me 110. Af31-0tAf06 it- E[E+ 1001 PPL-JSi COIATEIE BOA GAYERf s•.tx -rH .._.._._ CM FILE 1 OBEY VAE Me DLMm my DPf"SEASON — —— C40xiP l� 1 OF EM ROM 107 E ADA15T8 AS A � 1 IwOLfED % W ACRE IMMM FL l= N Bibb RpOI e�wE LOI¢EAE or It WE 4E1LW LINT Lx �E LFIND SHEET TILL I oolrw Doom 4-t 1 L BOL GIL1tRf,FA G MMES IEDI NwRiiY IIADPru t AF4DM FOOIER sM41 E 1 WE sa wmn CRO m t REPtALFD100 PN cwm As �R&�� L PRMW MMO M A S W FACYYD IN CO CIM TISM4 NQ H RSdG MOI i Kam m Am"Kk"IFDR0IDCY amen cx A +4�I OltOm1 INCH O 7 KK CU VW t L K DEWC FOR 1-]6 LOAM A AS A�1NFD AID NZPIACE 4110 a0EF1 BON1010 2.At W12QT SBI.TLN JONNS SH41 E W1 At DEOOIE TYPE IM MItMIC E SPOIIOE tYx Y a"D srNONe sFt ADDS VaV IPM Tog 9X EDY OUx1F 91101 E OWMD NN MIU EN'waDPNOaF'c Q BOX CULVERT SECTION 0 STA. 1+50.00 HIGH S t 6NDQ$Ices[DNmll) i BN MA"Sm,we I-DK Vw%(1 F.F.EACH$a m wcmi?ame r 3 1 WETLAND REPLACEMENT AREA 100. 1 TYP. SECTION tot 1/4'=t'-0' IM D slaw Nac sca or e7Y cum m r mow KiP Har loon. 1 NOT TO SCALE �1A' 1 2 3 4 S 6 7 8 9 10 SHEET MI 5 OF 7 ANOf�� 11 1 C C C C I CI CCCC CC C CC Ee■ . I■■ ■ ■■ u■= ■ ■■ ■■ M■■ ■■ ■Ee■EE■■ ■■ ■■■ ■■■ ■■■■ ■ ■■■ ■ ■ ■ ■■N■ ■ ■■ ■N ■■■■■■ ■■■ ■ �■ ■ ■■e ON Is ■■ ■ n■■■H ■■■■■■■ ■ ■■MC■ ■■■ ■■■■NM ■■ MCNN■■ ■■■ ■ ■■■■ ■ ■C■■■e■■ ■ ■ CECM' CM ■ ■■■■■ ■ ■■■■ECMC■ ■■■■ MC■ nME■CMC'ME'iIE■■■ECEMMC■■■ EME■C■■■MME■M■EMC■■■C■ E■CC C■enEM■ ■C■ ■■■O ■■MMEC MCMCM■OMMCC■ e■■M■■ so mom ■■OO■MN■■■■■■M■■OCC ■■E ■■■■ nME■NEEME ■■■ CC.■■■■■■■C CM■tNMEEHC■ ■■ ■■■■■ME■EEM■l■■e■MCM■ ■■■■■E ■■ ME ENE eeM■E EE■■■M■■H■ ■■■C No ME u■E MEN ONE■N■CE■■■■NEON■ ■■TW E■W■u�■C■■■■■■■■■■■■■e■■■■■■■■C■■■■■■C■■C■■■■■■■■C■e■■■C■■■■■■u■■■C■■■■C•IS MMC■■■■■■�■■■■■■■■■W■■r, ■■■ImlEME e■■■OMEN■■■■■■M■■■E■■■e■■E■■■■■■E■■■■■■■■■M■■■■■■■■NN■M■■■■■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ME I�Mj CCC:CC'CCC°.CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC' C CCCC'CCCC'C"'■'C'C•CM■E■M"C'C""""""'�iCC"'C'CCCCC.0 ■ ■ ■■■■■ ■ ■ ■■■■■■■ ■ ■■MM■MM■M■■■ ■MM ■ CCC'=CCCCC CCC"��'�N'CCCCC:CCCCCCC:CCCC CCCCC°CCE3CCCCCCC C CCCC='.C� CCCCEMEMENCCCC No MEECMENEM CCC■■�■'ME .:■■■■""■■.'E EI ECC■I�. =■■■Ell CN■M!�■■M■ ■■MM�MEMM�■■■EQ■■■■�■■■ tr1N■■©:MEe■�.■..p■■HD..Hii....E3■■■.C�....E3..e.C����©:.C..■�.©N.. ■ - owl on .E■■■E■■■■p■ME■ ■■■■1�■■■■ ■■■■1 ■■■■I�■■■CIS■■■■E ■■■NEB■■■■E�■■■■ ■■■■��■■■w1 ■■■■EW■■■■EI■■e■1�■�■■E ■■■■F�.■■■ ■■■■�: MCC■M■ -■■■■ ■■■ - ■MOO ■■■■��■■■or]■mom c ■■■■ -■■■■n■■■■ �■■■■ =■■■■ ■■■■ ■■e■' N■O ■■eM MM■■ �■■MM� ■■■Mr�■■n ■■■■ ■■■n ■■ . ■!■■■■CEE■■■CM■■1_ MME ■■■■MEEEMr■■■■rl■■■■1u■Mw■ri■■■■ ■■■■ ■■ ■!■■■■v■■■■r■■■■■EE■EIrEe■EII■■■E ■■■■IrE■■■�■■MMNEM■■NCNEEI ■■■■O■■M mom E■E■■■■■■■■■■■■M■■■■■E■■■E■E■■■■■■■■■■MMEE■■EEEE ■eEEMEM■E■MMES■ME■E■■E■■■■■EE■■M■■■■■EE■■ENMEM■■■■E■■■■en ■■Ee ■■E■ ■ ■ ■■■■■ ■■■ ■■■■■■M■■ ■ENE■■■■■■■■ ■■■■■■■■E ■■■ ■E■NENEM■E - ■■■■■■■■■■■ ■e■■■■E■■E■■■■■ ■■■■C■■E■CECC■CEE MEN C■■■ME■■■■■■■C■CCCCC'CC'CC�IMME■■■■C■■C�iCsCC■■■■CCCCCC■C■e■■■■■■■C■■■■■■■■■■■C NOON MOON ■soon E■■■■M■Ee■■Iw■■■■■■■■■■■■■■■Ee ■ ■ E■■■■■■■■■ ■■ ■■■■ ■ ■■■N■wM■■■■■■■■■Me■■■�I■�■■■E■■■ ■ ■■■■ .ar.:•aA�a�������a��a���t .s. Wiw���a�a�������a��� �k•�a+��a����aa��_�� n.•a•n���a�_�s \a■M■E■M■M■M■■■■■�c�r •� �������������■■■■e■M■■■�c�zri;tc���������..i���M■M■■■■■■■■■■■■�" ,jr �����������..��■MM■■ ! r= ow eeli'lMMC■SEE■EME■■■G� ■EE■■■EE■ee■■E■EEE■■E■■■eE■�s�E■E■■■■■M■■C■■■■■CEMEN■■MCN■M■■."Ire■■■■■■■■EM ■ ■■EN■c M■■■MH =MM��M E■■M■■■■■M■M■EMM■■■MC■■M■E■EE■■E■HEMEOEEEMEHMM■■■MaM ■EOM■ ■■MMMMME■ E■M■■E■■■CEEEE■■Ee■�iE ■■■E■ MEMMEMM ■E �aE■■EE■=■M■E■■eM■E■■■■ ■■■■■■■■E■■■■■EE■■■■■■EE■■EE��■■■■■■■■■EE■■■E■EE■■■E■■■■■■s ■■sE■■M■E ■u■E■ME ■■■■■■■■■ ■■■■■■�■■■■■ ■■■■■■■EEE■E■EM■E■■■■■■■■■■■■■■H■■■■■■■■■se■■■N■■sdv■EEeE■E■■■■E■■■E■■■■EEEM■■■■■■EnN■■■NEE MEM■■E■■ u■■ME■ ► ., E■uuEE MEMO E■E ■ ■eO■■E■■■MM■N■EE■■■EE■EE■`■E■■ENEE■■EeE ■■ ■■■EEEE■EE ■■■sEE■■E■■■EE■■■ ■ Es■■■■■■■■■■■■ ■.E■HC■ ■■N■■■■■■M■■MC■C■M■■■M■■■MM■■MM■■■■■■■er�ii�AMr=�-yea■eNC:uC■■u■■■■■■C■s■■M■■■■■■■■M■■■ ■C■■■■■■e■■■■■■m � . f/■A■■■■■M■■M.'��i�■■ ■■■■■■■■■■■■■sa■■a■w■sa■■es■■■■■s■■■■■■■■■■■ man M■■■■■. ■■■■■■■■E■■■■M■C NEE■■■■■■ .:.. ---■■■► ■Ma�■M■■■NEEM■CM■■■MM■■■ M■Mes■M■■■■MMiEEM►• ■J�O■■■MM■M■■■■■■■._ �M■MM■M■■M■■■■M■MM ■■■■■■■■■Me■■■e■aM■■■■eaM■■■■M ■■■e■■■E■■■■bm ME mom■■■ENE Ee■Ee■■■■■■EE■■M■'M'■E■EEE■■M■■E■■=■■■■E.�■■MBE■EEE■■■■■■■■e■■■E■■■■■E■■N■■■E■EE■■eE■MEMO ■M■■■ ■■E■■■■��■■■mom e■■■■M■■■Ee■■■■MEEM■Mu■E■E■EE■■■■■■u ■■e■■■■n■■■■■■■■■■■■■■■■■■■■s■■■■■■■■■1�■■■■■■■■■MME■■■ ■■■■EMa■■E■■■■M.ve■■Ee■MEms M■M■■■■■■■E■■■■■■■■■■■■E■■■E ■EM■■Ee■■■K ■M ■■■■■■M■N■■■■■■■■■•■MEN■■■■E ■■M■E■■rE���E■■■�■■EE■■■E■■�aM■■■ ■■■N■■■E■■■u■■�■■■■■E■■■■M■ ■■■■■■ ■■■■■■■■E►'■■s■■■ ■■MMM■■Ma�q■MEMO■■■■r a■■EE■■■- M NONE ee■.M■►.�:.��.�_>_�■M■sME■■■■■M■■■■eM■MMMMMM■�• _ ■ C'■'■■"■CC"■■i '■CC■uiM'C'■Ciiv�u'-'�'•CCiliii, oi�i�CCCCiiiiiiiiiiC�CCCCCCCCCCCCCC'■'M'■CCCCC■ ��'l�'M�CCCeCCCa®C®■®®iiiiiC� aC®.a■CCCC�! ■■■MEMO■■ua■■u■■■■■■■■E■M■1■■Me■■M■■■■■E■■■■E■■■■■■■E■■E■■■■■■■■■E■■■■■■■■■■■■■��®■M■■■■■■■e■■■■■■■■■�sw■■s■■e■■■■sE ■eN■EE■E■ME■■MEEE�I■■■N■N■■e llr�■■e■■■■MEWN■■E■EME■■■■■■■E■■■■E■NMENEMEEE■■EEME■��®■EE■■E■■■■■M■EM�.E■EM■■aMM■■■e■■ _ ■■■e■E■■e■■■a■Me ■■■■■EEe■■ r e■e■■■e■EEEE■ECE■■CE■E■E■■e■M■■■=■■M■EEE■■■M■E■EE■■EU'M-■■■E■■■■■■®■�nE■eE■■weeE■■■■■ • eMM■E■■■■M■■■■■M■■■■■■■■■NEr�l1■M■■■■O■M■MM■M E■E M■MMM■MM■M■■M EEM■M■MMM■MMMMEM■■Mee■s■Mn: _�g®E■■■EE■■■■n■MOE■EE■n ■■■■■■■■■■■■■■ ■■■■■■■■■NE■11■E■■■■■■EE■E■E■E■■■■e■EEe■■■M■■■■■■■H■HME■■EE■E■■■■■■E■aM■■■■■e■■■■■■ ■■■■■■AN■■■■■■■■ : . MN M■E■■■■ME■■■C'�Er■■M■■■/.a■EIIN M■ee■EENEe■■■■■■■eEM■e■■E■Ee■■M■■■eW■■■■WEE■■NME■ED■■NE■MEEM■MECE■■■■01■■■■e■■■■■ ■■NM■■■■■■EE■■■■■►1eN■7■I KNEE■■■■■e■■EEE■■■e EE■M■eeMM■M■■E■■MEME■■E■EMEME■N■EM■■EN■EEE■■mil■�P■■E■■■ E■■NEEMEE■N■MMEME n NEMESES ON EMENNEIENQQVIFAI illimom MEMCCCCCCCCCCCCCCiCCCCCCCCCCCCiiCCCEMENEENNEENEE IONMEMMENNHOMMEMiCCN■EMANNEMEM NEE _ ■■■e■■■■unEEE■■■e■■IR■■■u■■M EE■■Ee■E■EEeEE■■■EEEM■EEEEE■E■EEMEEEMEM■EeEEE■■EeEEeE■■■■MM■■■■■■■�■EE■�wo■aME■E■■E■■■■en w■■NMEWS ■■ m■I� '■■■ ■■■■■M■M■■■■■m■ ■■■■■■■■■■M■■■ ■■■■■■m■■■■■■■ ■■■■■■■■■■Mew■■ ■tetiM■■■■■■■■■■■■ N■■N■■■EM■n■■■■■■■��i■N■C■■■■■■■■■EM■NMW'C■■■■■■w■■■M■■■CCEEHW■NW■■M■CCCMEMM■■e■■■M■■M■'i�i�'5 MEM■e■■■■■u■ ■■■■■nm■■■■■■■■■■Mi�m■■■■■n■n■MSUWU■E■EE■W■■■eee■■■■m■e■■■■e m■■■W■■■Ee■■■■■■■EM■w■■�:�■■■■m=EME■ MM■MMME■EM■MM■EM■ME■Mi�MM■�MM■MM■■M■M■EMMM■M■■■■■■■MM■MEE■E■M■e NM■M■■M■N■M■NM■M■M■■M■■■E■N■E■E■E■■N■sM�■■■■■■M■■W MEN MEN■■■■■■■■■■eEEEE■eE■u■EEUEE■■■■EEe■M■■E■■W■■■■■eE■E■■■■■■■■Ne■■■NOME■■E■■■®■■■■■■■■■■■■■ M■■■M■■EEEEMEEE■■■M■■i=■MMEM■■MM■■■EMEO■■M■■M■MMM■■E■■■■■■■M■■E■EE■E■■■M■■EMM■E■■M■■■M■■■■M■EE■E■■EE■■■M■E■M■■■■■■E■■E ■■■■■■■■■■■■■■■■■■■■■i ■■■■■■■■■■■■■■■■■■■■■■■■■ ■E■■MENE■M■MEM■■■■E■WU■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■EM■■M■MMN■■■■■ ■■E■M■■EE■■■■■E■■■M■■i�EM■■■■EE■■■■■■M■E■■■■■■M■CMNE■N■■■M■■EE■EM■■M■E■■■■CEEMMMEEMMEMMMEEE■E■EEE■MM■■■M■■■■■■■■■Ew■■ ■eE■EEEEE■ENUUMM■e��■EE■MEE■■■e■e■■■E■E■E■EEEEE■Eeeu■■M■■vEEMMEE■■uMEE■■■■■■■e■■■■N■e■EM■■■■uu■■■■■Mee■■■■■■■ ■■■■■■■■N■■■■■■■■■■ • ■■■■■■■■■M■■■■■■■M■■■■■■■■■E■■M■■■■■■■■■W■■■m■■■■■■■■■w■Hw■■■■■■■MMENE■■■v■■■■■■EENME■EEM ■■■E■■■■■■■■■■■N■■■■ �C■■■N■■■N■■■■■■■■■■■■M■N■EEE■■■■■■u■■■■■E■■■m■MEE■EEMEME■■■■■■■M■N■w■■■■■En■■■■■■■■■■■■■■■ ■■M■M■■M■■M■■■E■E■■■RA■■■■■ME■MMI EME■■■■■■■E■■EEM■■M■■■■■H■MEE■eMWE■■■E■■NM■■■■■■■EE NEE ESEEN■■■=■EMEMO E■■■E■=EM■ ■■■■■■■■W■■■■■■M■■ran■■■■■■■w■■■w■■■■■M■■■■■■■■■■■■■■M■■■■■■M■■■■■MEN■■■u■■■■■■■■■■■■■■■■■M■■■■■■ �r�■■■■N■■w■■ ■■■ ■E■■ ■ ■■■M■MMOR M■■, ■E■MC■■M■■■■■C■M■C■MCC'C ■ ■ ■CC ■ ■ ■ 'C"■CCC'CCCCCCMNM■■MCM■E■ EMOEN�e■ ■ ■C■■■O■■CC■ M■■■CMC■■■M■M■MM ■■r iC■ME! ■■■MOOSE■ mom on ■ ■C'C' -NJ in ■■ ■ M■MMEM EEn'�EME■■ ■CC ■ C■ M■■rEM ■ ME�CCCCCCC'CC'■C m MR.-f3M.:'&■■ MENOMONEE= .:."'e:C:E3C'■■■CEE's■■E■C C0 �OE s C:CCCC�CCCCC :CCCCCCP M ME N■■ ■■n ■M■E? ■ ■■■E ■M ■■■■ ■ ME ■ ■ N ■■M■ w■CCe■■■N■■■■■■e■■■E t■nCMi■■■■■■■■■■■■■■■■■■MEWI■C'■■■■■i�■WM■■■■N■■W C■■■■■■M■MM=MEECCCCCC'■ICi� ■MENOMMCd°■■'■E'm e■■HNEN■WME■■MEtAtAn■d ■EWME■eME M 1 01% Alk, Z zZ "::g tut-ias-nr-i 13 oaow M wwtiruaw uuus 9ne w xoum°W 3na AM < ® # ° n n p 1_ maw LRr•h 7n sl�ow Nnd aMV�a/stone Sus io/s/i es Rs ' � 3 �> 3'e �4 ° 31 n szraaev �lacacclr _ S >Y OD 8a0aM PlaiialON � g T _ C' W W O V m < IQ RF �� I4 fl / l .fsZtl lip UAL IP lk \% y,i i •,. \ r yam- i \L°" lk rq � �► Y I fi i '�lb---" mot- -� pi \� \ \\ it \\ 1 r \ _ A J IOI-1 VS 33S AYW s \ � —�` - . N ♦ A � `'� � $ . ��b'a. \wl ..a"..w'�wan�^ry. /. \ s am ,.AAI dtl � 1 2 3 4 5 1 2 3 4 5 W H I ,om Y.ua4s, U N01 AMU Na E!D F"1U � \ �RC •� \ , � � ' ; il �� I ; . ,Ili ,y G L if[I Tfk F Vq ;rr. PARCFL ARG` 7d1 i / ' /i� '`/+ .% ,l iiill i;'ll ;� i ���� � '/ �,�..- .r.://ypr//;✓' a s c OOO42 E � f,, r; E / r�r�llW, ; i / - � �Irr 'i/i/`� (lei[]p�jjjjjjJJJJJJ//////;'''; ' (�\ =Or�7,•.;�:�,�k ,.�.'/�%�;�' �/ .. r`r • i i' Mo �._�i � '�//.'''!.'/i,010,'1!00 !'i'�' I� rl�\ `�'/// `._/' // /// ! ` `;� A' s1°°oies� Nam PM 61 D, 0 SEE SHEET L-101 I SEE SHEET L-102 " ;! �1__GENERAL SITE PLAN N� i 1 ;( c c r i ,,5• ��� GENERAL ccrCrkucraH NOTES i I. ALL NOWN3 NO 4EN05 ar caGRIL'a raEC sru CCIEOIRI W THE s1A1DA0 sPECR1CA710N ® / FOR N161MaS MO WOCES'11E CM&OWAC1N OF MASSRO R M CE WADIF OF Kee VINES. RIM t 13a EDRIOIL AS mxm. PARCEL AREA=1TSl7 ACES f 2. ML DOW OWWNS SIVLL BE YUNG N TIE FIDD BY THE CWW=ANY OwoMCES WWM DIE R"AND DOW OM MIS SIBLL BE MMM PRDR 10 BEfiMG COMSTRLCDOIL i S AVLI&E IW U1 O LO O AI 5lIGNI N X AIE BASm M IOJLD ED VOM WTH THE AO • /r ( ' •� ; opwa MI OAD1 MO ARC/IOR m ac AL71YL IOGTIOIS 10 0 BE XTD wn4 THE APPROP100E user Ln4rMM Mo DR NLMpAI oEPMDEOrt PRION W CaNSTRUC1loL / r / t /�✓ �' ` B 4. ALL WM VIRM THE SREET WN-OF-M WU CMM W W GIY OF NORRWVM MO MOM ' DPM.SMAM FCA CCU MRID ON ILL D"M AREAS N ACOOMOtO 14R1MB1�I'CI1Df1NFS FOR ML AD 10M CONSOM CN N IRIDgOC A976 OF N"MAO1J'.L'1."U_`..DA SCL OONSERA7ICN / IF}y .\ 3 SOYCG AI&M.W ARi 1915.SEE AWMIOL WO CN SKEi L-104. TW OU SOM%U COWACT TIC YFE 72 NOm6 PRIOR TO R QMW CMC WC M AT lI-JIMS -,B„OR I-191-7tt-R31 TO IXW AND nU VOY EXIPW UCO5 GW D iJ rEnAlo Bp)[WES DaAEAED By twa7s K tM1C11L ENRgIREMAI OCI6LLTMR,24 a4D tac PLAIN RW AMMOIST,M OIOM ON NY/I-14 2001 MO IOW D W SLFOEY ON 1HE 6'OMM BY HUMAM SIR*^M NO.SOUNY,i K UK IWOOUMM RATA CUM FROM A VAIM FOWWED N TIE FlaD MO PNPNdD BY It1 W SIMWM RG OORME NMW SO1RVWW W ON WY I-T4 2001 A A KIM S'fiE PLAN __ Locus ww •® 1 2 3 4 5 i 2 3 4 S 1 1 2 I 3 4 5 6 7 8 9 10 WILLIAM A. 10 JI DRAWING INDEX H m � DWG N0. DRAWING DESCRIPTION�, 1N 1 L moo H �G�U�1�U�l M m�lu \ � L-100 GENERAL SITE PLAN dt SHEET KEY, NOTES, GRAPHIC KEY do PfOPfR Y= YrrzraT DESIGN CRTTERLA L-101 COMMON DRIVEWAY ` v \ `/, ' I f•" � }\� �ti;�\. L-102 1 C O.Uo on R M�SITE PLAN LAYOUT, GRADING [ LAYOUT, GRADING L-103 COMMON DRKVAY PROFILE .tinN c 0 n tcP�trtAcM0 cH lwIN¢G L-1oa w ETLAND CROSSING NO. PLM1 k DETAILS L-1os r ""°""OM".P W "wETIAND CROSSING NO.2 PLAN DETAILS Ors7 L-106 $ITE DETAILS t t 1]•S 17•4 S S 5 Z Yr3•e 27 74a G it ` �R.�.. \ \` I I I;;I I I ';I ' i''i�i/�'i'/r'' I -/1IY / ����f w-� '`1�-.i-•_►-Y�-S•1� ��`'\ Aexloe 4�e ', '1;/r/r Il/l,'% 'q �`/!('/l , rlr ) .�1�'. --- -_ � - �• /. � ��• •� \-"� \ ` i `i I i i r 1; 'li i i'r I� ' //!/l),''/ r I',1.T i - __/ '/.�`�„ , I -_ -` .•�o •�` &R em a Dobeii F ` % I�RLf.4i i i I i I i�r ';�; ifi'i//�i%ii� /"'} i i �//•"l'� ��%i;''�+ �V l,• i ��-t' �f r� 1 ,� FSURVEYS,B� i' 1 (J('rll'' !!l':/r'''. / � ; ;`C'..,� c•: �s,,�/I� /` \+ T I �, �. �� r v omtEewclareA. / �!r;/l !!',%'/�' �Ii, �`;' , I '�/-_-4jT,;:• / - _ "��` ' \' � { ' �\,' SWOf4FI01Lw ! / r r;I1;`1 _ I ��% ;';�-7'% _ ;:y..` .\..a�.�,• 1 n 417.527.12DD r•�a��Y� __ L11111, / rr ',r rrr l�i' _r I _�, i� 1'`.`,, \ \ \� � 1-- FAX Iti•527•1260 1 i 1/r''� r r((' /yyyEEE' ;� ' ,�/ �.y/'/i!,:�:•�, �• ://;' ` � \ V•`\\``�`�` i// 'r/i rrr rr �(r ',l� .•..ai.✓'i !.'/ -"' r 1 ,�. 1.r.�M�� - _ /,/ ''/`�','/' �1' 'l'�iil(''i�( ! i i ;:`? .�8, /`5/','�•/.'/ - \`,1\\ ,`\\�,, ,,`\\I`` �`\\\. ____-_ __ Q1G E EL \ /!i'i';;��r.:. ' rx LLL _- asr ��s•�' _ i r �� '4Nr Ya �}�ara ``� �. �1f'' > / ��{ ra4ra�I�a� \ �. \\ t tt 9oa OO N4 N - ` - `--15005760 PDOPERIY I/E i g F171.t5E 9,15 lDC4JL71(&NI9G NYSQ ° „am SEE SHEET L-101 I SEE SHEET L-102 lean AaESS WP11 W m MUSE StE 2YPOL WPUMO a \ �, SITE PLOW NEN S O m161a4 D91E7DLr L,.,b LF,DIM „X 1 ° f1 E NY.ES5,40 DmaY EI LW NL`N PMfA.fxc>�N1r LW i G c GENERAL MEMUCTION NOTES DESIGN CRITERIA GRAPHIC KEY 1. ALL WIMNS AM NE*=Or COOM'6W W=9PLL Cofaw m 7115 ,IMDM SPECi7CA10N FW N16M NS No sous 7115 COIYCINFAL714 of NKS4CI JSLM DOW Ma OF PUN10 D77f9t ZCW.* 1706 BWK As mmm ��.....�� %ACFL PROP=LK o wLir CISMa t x ssxr PDrneCrou, ct IM PFE FOM L ALL ID M FL*G CM1106 AN CO DF DOW S NZ IM W liE m1a7ACICR AMY DIS�PNICES O47WCf FR ZCW W7 201E BF111FD1 11[PLNLS ND EIOSIf1D C(9CaD16 9N1.DF 6ESOLIED PRtlR 10 BFta9e0 COILSA61CIlClI WL LW NSA 40.000 S.F. 15000 SF. `d Umm POLE S 170ED071601.f0 LI1L LCC7111d4 9101:18871 AfE Y51:D LPCN OBSE7EIm 9751.1E fEADl1E5 N0 WL 0" me 0 5101E e017D FCW AfUdE ECOfO DA7A N0 AIE APPDOlON1E AL71DL tOG11016 SNOUD DF IEPi7D DIM 1115 51578.1X5 fflpa 40",4015 m',NfAR 50 - - - - - - - OYWF/O UKIIES /PP90PRLOE ilaaY t01P/Nf ND/OR 19.19CPAL OEPNaIENf PRICK 70 mIL51NX7[fl FM E f 80A00 U. 2525•D CK E EN EWPE -- -- USF)Olf UE g 4. ALL IIW 7IR:715—1 WC-a-W WU Cafwlm ao 1W Car OF Na%WVM Me WS sc WL FFVQ f"if.MOM OR Co arrot --------kwWA :U--------- r oaw Nrvl -20— s OAK COWING"AS f1k SOL SUaLUA7571 NUELA70�/p1� 7EC76pI.ES$ftl 2715 PMM NSA 27974 AM AMS CH ALL MUM AIDS N ACCCPD MM 7tN llE SPECi1C1TgN5 IN%001220 FOR SOL CWM WIM PFALfQ14NR M 6.12) co"'%. spar E � PR0.E47 IQ M74-DIA106 40 um WGDMDp/N 08192/10 AIW Df Mcsto r:USDA.SCL OIN3RDON'N W PLAANIO E6Y0 SPECSr.PEF28f SOWL MWt57,w MR 2673.SEE AOQI701PL NM ON S 15W L-104. K W.a M 3 4�Y UMM OF►EaNO Gr0 ME W;;!_7E71I10 iI/G IDfJ7L71 Cwrylt 2001 L THE COIRfUCIOR SOR 1 4005-31-7 SNE'T2 1415 PROk TO B£o67e0 OCNSYI9I,TON R lU�W0U=a 700•or.wx.psT.ON,O•now PROP.040 Iran�c_ %-boa m.au ar I aee w 7zn m watE No flE2n r Exnnlc uaEAU aw Eao4a mran wtax------ LW4."kW d un�s Nx sos m•os• As%ft N—W 7. WRM 9"6416 DaKQED M CWf9E9 K DUXW OWNE"006M W.24 OLD LONG 41527 1DIE PLMI M AL&M.w Ot=ON W 1-14 2001 AND LOWD Bf WKY ON IW 000 DY HUNG E"OM W_Same4VlaL w SOILS KEY 0DEM SM PLAN& t IOPOlFIP11flE OAA 00W FROM A 9WEY PW019m N DE F72A AND PIFPNdD m $�FCYEY,Nt71E4, CnC ovax 11 Sl w 157E 3181 LOAN fiRA�PEDC);8Y 6t A ® %15111615 SLDaflS Nc OO1L8d 19CIbw7 47URWiI01L w ON wr 1-16,2m, " Pam 1ER1'SMW f7E SNOT Law 3-U SLOPES Pct Pam 10ft sm roe sm Low 8-15s mm A EM CFJrM TA aVA VM ME 5%vim rws w,V4e7E mum-915£11. LOCUS MAP 9_ Im � A/1AleJ pp y�My 1 2 3 4 5 6 7 8 9 10 SFUT7 W I WILLOAM9 A. Z SCMU F.WS At --"'ANON gut PARCEL �' °! ��'.. ti AREA 7.69 .yam 0. LANDSCAPE ARCHITECTURE �r,4, ENVIRONMENTAL DESIGN COMMUNrTY PLANNING Cl 1:1 13 158 NORTHAMPTON STREET It EASTHAM PTON, MA 01027 / r. �'� ��::� � •- _ TEL 4 1 3.5 2 7.6 5 3 5 ,- - FAX. 4 1 3.5 2 7.8 3 8 9 SYI //r J" Sw; V�) - > ----------- CANONLAOJAVANET.COM NOW PV. Pf r�iil c swxus � I „� j .4••+','" -✓i✓ `' Y v y- =' �-__ �+ \ PCB PARCEL 2 i I i -� f,• /%'% M AL's ���•� �'i O +�.. AREA = 11.53 ACRES �. tip CnC x j. ARCE 0.6121 ACRES r i r ' MOW S Room t � �" W d 0 %"L WW" m 4m ms m DRSTW PROPM LK -� tz MUSE SDE LOCA7M(BUILDING APPROXWV tz SEE SHEET L-101 I SEE SHEET L-102 NEW ACCESS DRIVEWAY 10 HousE SrrE-TYPIGL(APPfd71 WTE) k' N tEW 15 WE 0016 011 DRIVEWAY(1.130 LF.)WrH 30'WIDE ACCESS AND URIN EASQ41f NEW PARCEL FROPDt7Y LIVE O Q, z z C NORTH PROJECT NO. A434-01.0406 GENERAL SITE PLAN CADFlLE L1 Al1" = 150' 0 40' 80' 120' O Copyright 2001 by William A. Canon Landscape Architect All Rights Reserved SHEET T1T1E NOTE: TOTAL PARCEL AREA = 27.84 ACRES Sf IE PLAN SKETCH SHEET N0. 1 OF 1 0.20 being used for average rural sections. Experience mine the structure. in the use of the formula is necessary, however, for One should appreciate the amount of erosion that is intelligent estimation of c for unusual types ofwatersheds. possible in different feundation--materials: It is well Example: Determination of Run-off by Burkli- known that the erosive power of a stream varies as the Ziegler Formula square of its velocity and, generally speaking, every material starts to erode at some definite velocity. Assume that maximum run-off is to be estimated for Gradually increasing velocities are necessary for silt, the watershed described on page 10, and those data not fine sand, clay, gravel and boulders. required by the Talbot Formula are made available. Soft, silty bottoms of shallow streams start to erode Given: at velocities less than 1 ft.per second,sand at 1 to 2 ft. r = 4.6 in. of rain per hour per second,ordinary clay between_2 and 3 ft.per second, s = 50 ft.per 1,000 ft. (rolling land represented as and compact clay or gravel between 4 and 6 ft. per having slopes of 5 to 10 per cent) second. In connection with study of the erosive powers of a stream,note that its ability to transport the eroded a = 300 acres material varies as the sixth power-of the velocity. Any c = 0.20 4 _ 4 _ change in the normal velocity of stream upsets the s 50 balance between erosion and sedimentation, and it is q = cr a = 0.20 X 4.6v300 — 0.588 therefore important to maintain the status quo of well- Total run-off at inlet = qa = 0.588 X 300 = 176 cu.ft. established streams. per second. This compares with 175 cu.ft. per second Elevation for the culvert selected by use of the Talbot Formula. "ft Ordinarily, a culvert should be installed with the The close agreement should not be misinterpreted,how- invert at stream bed elevation and not lower*.It should ever, since the maximum slope for rolling land might. be remembered that a culvert will not pass more water have been used in the Burkh-Ziegler Formula instead than can be carried further downstream. Lowering the of the minimum. On this basis (s = 100 instead of 50) gradient at a culvert must be followed b cutting the the run-off would have been y n g 4 channel downstream to the new grade and slope, if q = 0.20 X 4.6 100 = 0.699 greater drainage is to be secured. This involves the 300 correct solution of a hydraulic problem having many Total run-off at inlet = 0.699 X 300 = 210 cu.ft. per phases. second. Culvert Loads .Culvert Location Loads on culverts are of two types—live loads and Three important factors*to be considered in the loca- dead loads. Live loads include moving concentrated tion of drainage structures for greatest efficiency and superloads,as truck wheel loads,with or without impact. safety are alignment, slope and elevation. Dead loads include weight of embankment material on culvert; weight of culvert and of contained water; Alignment lateral pressures on the sides of the culvert; and loads Proper alignment of a culvert must"fit"the structure caused by hydrostatic pressures. The effects of these into the surrounding topography. This means that the loads will be considered separately. ft axis of a culvert should coincide with that of the stream live Loads bed. There should be a direct entrance to the culvert and also a direct outlet as any abrupt change disturbs For design purposes, the maximum live load on and retards normal flow, cutting down the capacity of culverts is taken as that produced by heavy trucks. the culvert. Because of the decreased velocity, silt In accordance with common practice, the standard carried by the stream may be deposited, further reduc- truck train loading of the American Association of ing the capacity. State Highway Officials will be adopted in this booklet, Slope except that the width of traffic lane is taken as 10 ft. In general, drainage structures should be built to the Mead of 9 ft. Fig. 5 shows dimensions and loadings .for both H-10 and H-15 truck trains. The H-10 loading same slope as the stream bed in the vicinity. is thought to be severe enough for design of structures Disregard of the natural drainage slope may have on average secondary highways while the H-15 loading serious consequences. A too flat culvert slope causes is used for heavily traveled secondary highways, and reduction in velocity of flow, thereby reducing the even for primary highways in most localities. available capacity. Sedimentation induced by the low pressures from wheel loads are more uniformly dis- velocities gradually blocks the waterway during periods tributed on slabs when there is an intervening earth of normal flow to a point where any sudden storm flow fill. On exposed:slabs the action is different .and this might cause a complete washout. Conversely, a culvert case will be discussed first. slope greater than that of the stream bed may cause increased velocities high enough to erode and under- *Drop-inlet culverts are exceptions to this general rule. 12 Entrance and outlet conditions may change capacities conditions are discussed under "Head Walls, Wmg of short culverts materially and there is no precise way Walls and Cutoffs", page 50. of taking them into account. The following formulas* To illustrate the use of the formulas, determine the result from careful experiments, however, and cover capacity in cubic feet per second of the box.culvert some of the usual conditions found in culverts. Basic the area of which was computed by the Talbot Formula, conditions for all formulas are straight end-wall en- page 10. trances and culverts flowing full. Assume: H= 1.0 ft. L = 50 ft. Box culverts with square cornered entrances: area R = . A square culvert having an A g wetted perimeter Q = 27.6 0.0045L opening of 27.6 sq.ft. gives R = = 1.31 ft. V1 +0.4 R'-'+ Rl-25 4 Box culverts with rounded lip entrances: For culvert flowing full and having a straight end A g wall and square cornered entrance, Q = A v1.05 -}- 0.0045E Q Ri.as �l +0.4 Ro.a + O.00R_ Concretepipe culverts with square cornered entrances, _ AV gH _ 27.61/2 X 32.2 X 1.0 Q 0.0045 X 50 V1 -I-0.31D'-' + 0.026L �1 +0.4 X 1.31"+. 1.311•2 Concrete pipe culverts with beveled lip entrances: = 175 cu.ft. per second _ AV29H Determination of Run-off by Other Methods Q 0.026L In,the design of drainage structures it is worth while V1.1 + D1.z, to compute the maximum run-off by other methods to In these formulas, compare with the results obtained by the Talbot Q = discharge in cubic feet per second Formula. A well known formula which is used in the design of storm water drains and sewers is the Burkli- A = cross-sectional area of opening in square Ziegler Formula**: feet Va — s g = acceleration of gravity (32.2 feet per q = cr — second per second) H = head on culvert in feet (the difference in which: q = the water reaching the inlet in cubic feet per second per acre between the elevation of water surface at r = average rainfall intensity in cubic feet inlet and at outlet, if the inlet is sub- per second per acre during the heaviest merged) rainfall, or rainfall .intensity in inches . D = inside diameter of circular culvert in feet per hour (approximately) R = mean hydraulic radius (area of opening s = general grade of drainage area in feet per divided by wetted perimeter) thousand L = length of culvert in feet a = area drained in acres It will be noted in the expressions that the discharge, c = empirical coefficient varying with the .. Q, varies directly as the square root of the head, H, on character of the surface The most serious limitation of this formula as far as the culvert. Applied to the case of overtaxed culverts during flood flows, this means that run-off will back up country watersheds are concerned, is in the selection of a proper value of c. Good results are obtained for at the inlet until the head becomes great enough to provide the required culvert capacity. Advantage cities by use of c equal to: should rarely be taken of this fact, however, due to the . 0.75 for paved streets, damaging effect of stored water on the highway em- 0.625 for average areas, and bankment. Saturation of fill material plus heavy lateral 0.31 for suburbs having lawns and unpaved streets. pressure may cause washouts and complete destruction Values less than 0.31 will apply to country watersheds, of the culverts. 'The Flow of Water Through Calwis, Bulletin 1, University For determining the discharge of small culverts it is of Iowa,Iowa City,Iowa. customary to assume H equal to 0.5 ft. For large cul- *"For important analyses this method is supplemented by or verts,heads of 1 ft. or more may be assumed according Off Rational Run-Off some and by R is Gregory and"Run- to the judgment of the engineer. Arnold,'Tranaactions of the Ameruan Society of Gail Engiruers, Quantitative effects of the various inlet and outlet Vol.96, 1932. 11 9 18�5\O� i ♦va i ,v o" s similarity of rainfalls at such points will be apparent at Example: Approximate Determination of Water. once, however, in whatever local records are available. way Opening Using Talbot Formula The possibility of "freak" storms is also not indicated Assume, for illustration, that one must estimate the in the figures. approximate waterway opening of a culvert in, say, Table I is based on Talbot's Formula modified to northeastern Kansas. Based on average design condi- allow for variable rainfall rates. It gives values of CCMU tions, for which Fig. 2 is prepared, the equivalent rain- 4' for different watershed acreages and different fall rate is found to be about 4.6 in. per hour. The values of C. See discussion on page 8. TABLE I. Waterway Areas (Sq.Ft.) Required to LIMITS OF WATCRSHED - --__\ Drain Different Acreages, M, for Equivalent Rainfall Rate of 1 In. per Hour I Values of CM in sq.ft. Flat areas not Rolling farm Rough, hilly Steep,barren DRAINAGE CHANNEL M affected by land. Length watersheds watersheds acres accumulated of watershed having having snow.Length three or four moderate abrupt J l several times times the slopes slopes -� width width �' ---------------- C=X C=,;j C=% C=1 Fig..4. 2 0.08 0.14 0.28 0.42 4 0.14 0.24 0.47 0.71 drainage area of the culvert is as shown in Fig. 4 6 0.19 0.32 0.64 0.96 g g• , and i 8 0.24 0.40 0.79 1.19 comprises about 300 acres of rolling farm land. This 10' 0.28 0.47 0.94 1.41 description and the fact that the length of area is about 15 0.38 0.63 1.27 1.91 three times the width, give a Talbot's coefficient, C, 20 0.48 0.79 1.58 2.36 equal to Y3. 25 0.56 0.93 1.86 2.80 /�3. In Table I, for M = 300 acresand C- 1 30 0.64 1.07 - 2.14 3.21 - : j 35 0.72 1.20 2.40 3.60 CM5 40 0.80 1.33 2.65 3.98 4 = 6.00 45 0.87 1.45 2.89 4.34 therefore waterway g = 4.6 X 6.00 = 27.6 sq.ft. 50. 0.94 1.57 3.14 4.70 y openin 60 1.08 1.80 3.59 5.39 It will be noted that the procedure just described 70 1.21 2.02 4.03 6,05 gives waterway areas directly, with no consideration 80 1.34 2.23 4.46 6.69 given to length or shape of culvert, type of inlet or out- 90 1.46 2.43 4.87 7.31 let, slope of barrel and frictional resistance offered by 100 1.58 2.63 5.27 7.91 the wetted surfaces of the culvert.Since capacities are 150 2.14 3.57 7.Y4 10.7 Pa 200 2.66 4.43 8.37 13.3 most often based on roughly estimated volumes of 250 3.14 5.24 10.5 15.7 water,it is not justifiable to introduce the effect of such 300 3.60 6.00 12.0 18.0 variables in selecting the size of the average culvert. 350 4.05 6.74 13.5 20.2 This does not mean,however, that the hydraulic prop- 400 4.47 7.45 14.9 22.4 450 4,89 8.14 16.3 24.4 are � erties of the culvert ignored. The smooth surfaces of concrete drainage structures,so desirable for hydraulic 560 5.29 8.80 17.6 26.4 efficiency, insure the maximum discharge for a given 1 600 6.06 10.1 20.2 30.3 700 6.81 11.3 22.7 34.0 waterway opening. This introduces a generous factor 800 7.52 12.5 25.1 37.6 of safety in the capacity if run-off is closely estimated, 900 8.22 13.7 27.4 4-1.1 I and also provides extra capacity in the event run-off is 1000 8.89 14.8 29.6 44.5 underestimated. j 1200 10.2 17:0 34.0 51.0 1400 11.5 19.1 38.1 57-2 1600 2 63 Capacities as Affected by 12.7 21.1 42. .3 1800 13.8 23.0 46.0 69.1 Culvert Characteristics 2000 1 15.0 24.9 49.8 74.8 It may be desirable in the case of important culverts 2500 17.7 29.5 59.0 88.4 to estimate as closely as possible the maximum amount 3000 20.3 33.8 67.6 101.4 of water that can be carried.Refinements in determina- 4000 25.2 41.9 83.9 125.8 3500 22.8 37.9 75.8 113.8 tion of capacities are not worth while, of course, unless the maximum run-off can also be closely estimated-as 4500 27.7 45.8 91.6 137.5 5000 29.7 49.5 99.1 148.7 when a watershed has been thoroughly studied to learn the effect of controlling factors. 10 i 3 N ul N 4 n, N 91 N fV rj In I q N M It h Nao § 5 6 5.5 � Fig.2. Equivalent rainfall rates in inches per hour for Fig.3. Equivalent rainfall rates in inches per hour for average design conditions. unusual design conditions. Figs. 2 and 3* permit the selection of rainfall rates needed, as the intense rains would be shorter than the for two general design conditions without exact knowl- actual period of concentration—a condition which does edge of concentration time. Fig. 2 represents rainfall not produce maximum run-off for a watershed. rates considered high enough for average design condi- Consider what might happen, however,if the time of tions.In terms of duration and expectancy the diagram concentration for the watershed were very short, say gives equivalent rainfall rates, inches per hour, for any 10 minutes.Rainfall rates from Fig.2 might be exceeded of the following: by a 10-minute storm of greater intensity which would a 10-minute rainfall, of intensity expected to be occur once in a period longer than 2 years.During such equaled once in 2 years a storm the culvert capacity would be temporarily a 15-minute rainfall, of intensity expected to be exceeded and the culvert would run under head. This equaled once in 5 years would not be dangerous for the short time involved. In a 30-minute rainfall, of intensity expected to be addition it should be remembered that times of con- equaled once in 25 years centration short enough to force consideration of the more intense rainfalls of short duration could only Rainfalls of 60 minutes or longer are less than the apply to very small watersheds. A watershed of any plotted equivalent rainfall rates in Fig. 2 for any in- appreciable size or importance would be entirely out terval of years. of that category. Fig. 3 represents unusually severe rainfalls, and is Figs. 2 and 3, when used with Table I, facilitate-tbe intended for use in design of drainage structures whose determination of culvert capacities for different parts capacities must be adequate for very severe storms of of the United States. They are not sensitive enough,.of rare occurrence. In terms of duration and expectancy of course, for accurate use in small localities subject to these storms,the diagram gives equivalent rainfall rates, rainstorms of highly variable nature. The striking dis- inches per hour, for any of the following: ) *Based on data given in Rainfall Ink d)—Frequency Data. a 10-minute rainfall, of intensity expected to be See reference,page 3. equaled once in 10 years a 15-minute rainfall, of intensity expected to be equaled once in 25 years Rainfalls of 30 minutes or longer are less than the plotted equivalent rainfall rates in Fig. 3 for any in- terval of years. A short discussion will illustrate why Figs. 2 and 3 44 may be used with confidence in all but exceptional A cases. Assume that average design conditions are satis- factory in a particular case, and that Fig. 2 is used for determination of culvert capacity. Since short intense rains have the greatest rates,rainfalls longer than those specified in the diagram will have less than the plotted rates. Likewise, if the time of concentration for the watershed is actually longer than anticipated, the Four-span culvert bridge on Tennessee Highway 71 over plotted rates will give a greater culvert capacity than Little Pigeon River, Gatlinburg, Tenn. 9 •�- - .. _. cross section is taken as two triangles and a central (2) rains of more moderate intensity and longer dura- rectangle. If the drainage channel is of the type for lion. Intense, short rains are usually the more destruc- which C is approximately 45 (see classifications on five because of the high run-off resulting.Rainfall rates page 7) then the flood discharge is: taken from records of such storms are therefore needed Q = CAVrs = 45 X 90 -V2.8_X0.005 = 480 cu.ft. as a guide in estimating the intensity and frequency of per second. If n had been taken as 0.035,the computed, future storms. For ordinary purposes, the summarized value of C by Kutter's Formula would have been records and charts as presented in various technical bulletins are sufficient. One of the most exhaustive and 0.811 0.00281 pertinent of these is Rainfall Iniensit Fre ue Data 0.035 +41.6 -f- 0.005 p f Y 4 � C = by David L. Yarnell, U. S. Department of Agriculture, 1 + (41.6 +0.00281)0.035 Miscellaneous Publication No.204**. Diagrams in this 0.005 0/2,8 publication give the probable maximum rainfall in any _ 51.74 +41.6+0.56 section of the United States for rains of different dura- 1 {-42.16 X 0.0209 = 50 tions. The expected intervals in years between any two of these intense rains is also given. *► and Q = 50 X 90 2 = 530 cu.ft.per second. The duration of a rain on any watershed affects the 5. Use an empirical formula to estimate the waterway required culvert capacity, depending on the "time of j opening required.Note that empirical formulas for concentration" for that watershed. The time of con- waterway opening do not take the place of other centration is the longest time required for rain fall- procedures for estimating run-off, but are only to ing on any part of the watershed to reach the culvert be considered as supplementary. as run-off. Usually this is the time required for run-off A good estimate can usually be made by the Talbot to reach the culvert from the most distant part of the Formula* when all the factors that influence run-off watershed, involving an estimate which will be dis- are not exactly known.This formula takes into account cussed later. the area of land draining into the culvert, the shape, It is evident that maximum run-off through the cul- the approximate slope, and an assumed rate of rainfall. vert will occur when every part of the area is contri- _ Talbot Formula:A = CMS buting, therefore a rainfall duration less than the time of concentration will not produce the greatest run-off ,% in which: A = waterway opening in-square feet at the culvert. M = area of watershed in acres To find the proper rainfall rate for use with the Talbot C = a coefficient that depends on the slope Formula, it is necessary to compute or assume the time and character of the watershed of concentration for the watershed. Having the con- centration time it is then necessary t C = �for flat areas not affected by accumu- � ary o ascertain the lated snow,where the length of the maximum rainfall rate, in inches per hour, for severe watershed is several times the width rains of that duration to be expected with reasonable 1 frequency. An index to the severity of the rainfall is G = / for rolling farm land where the length the number of years' interval expected before another of the watershed is about three or rain of equal or greater intensity. i four times the width Accurate determination of time of concentration C = 2/3 for rough, hilly watersheds having is frequently difficult but it is fortunate that rainfall- moderate slopes frequency data follow certain trends which may be C = 1 for steep,barren areas having abrupt utilized in preparation of diagrams. A rainfall rate of slopes a certain'severity applies to several types of rains, The formula was originally intended for use in the including those of short duration and short frequency, Midwest and was based on a rainfall intensity of about others of longer duration and longer frequency, ,and 4 in.,p�bour.�y its use one can o itain satisfactory finally rains of long duration which might occur but results in other arts of the coup as well b .dividing P �'y � x g rarely. Approximately the same relation holds for the 4% the computed waterway opening by 4 and multiplying entire country. For example, a 10-minute rainfall of by the rainfall rate for the locality considered. high intensity occurring once in 10 years will have a Selection of a high rainfall rate results in larger culvert maximum rate of rainfall approximately equal to that capacities because of the greater volume of run-off to be of a 15-minute rainfall occurring once in 25 years. I carried. Use of a high rainfall rate therefore will mean Except for this relationship,a diagram would be neces- an additional factor of safety against possibility of sary for each of several rainfall durations in combina- washout or other damage to the highway, but care tion with each of several "expectancy intervals". must be exercised to avoid wasteful oversize in an effort, to insure adequate capacity. *"Determination of Water-Way for Bridges and Culverts" Maximum rates of run-off occur during or after severe by Prof.A N.Talbot,Selected Papers of the Civil Engineers Club of the University of Illinois, 1887. rainstorms, which may be divided into two classes: **For sale by the Superintendent of Documents, Washington, (1) rains of great intensity and short duration, and D:C.;price 10 cents. 8 - this is by use of the Chezy Formula: CA1/rs in which: Q = discharge in cubic feet per second A = cross-sectional area of drainage channel up to high water level, in square feet r = hydraulic radius (A divided by the wet- ted perimeter of cross section, in feet) s = slope(change in elevation,in feet,divided by length considered, in feet) C= coefficient of roughness of channel Values of C for different types of drainage channels are given in textbooks on hydraulics. For approximate computation the following classifications are helpful: C varies from 60 to 30, for clean earth channels .ft _ C varies from 45 to 60,for stony earth channels s C varies from 35 to 45, for rough rocky channels C varies from 30 to 35,for badly obstructed channels Concrete arch culvert built in 1928 over Ritchy Run near A more accurate value of C may be computed from Clarion, Pa. The barrel has a span of 24 ft. at the base Kutter's Formula: and a clear height of 18 ft. 1.311 C = +41.6 +0.00281 n s not be guesswork, as pertinent data can be obtained / 0.00281 n by one or all- of the following procedures. The accumu- 1 + t 41.6+ s ��n lated information will aid the engineer's ud \ / r judgment in arriving at the required culvert size. The refinement to in which r and s are as in the Chezy Formula, and n is a which each study should be carried depends on the coefficient which depends only on the roughness of the importance of the culvert. channel n has values from 0.020, for clean, smooth 1. Inspect the culvert to be replaced or the site for channels, to 0.060, for exceptional cases of badly obstructed channels having heavy vegetation. An evidences of the magnitude of past flood flows. average value. of n is 0.035. This applies to partially Other structures on the same watershed may also obstructed channels. give clues to the volume of run-off that may occur. 2. Study local records or statements made by resi- dents to learn intensities and durations of heavy e 6' Is " rainfall in preceding HIG14 WATER LEY'Zn p g years. Reference should be _ made to U. S. weather reports and rainfall or HIGH e drainage tables. WATER `'?s �s$' wATEP MARKS ��3 225'Zy. MARKS 3. Examine watershed to learn the topography,char- 6 acter of surface cover, slope or "lay of the land" Equivalent waterway area 9—s*6=5+15"- and type of soil. Large areas usually cause heavy a y Z 7 9osq.tt run-off, but the other characteristics of the water- wetted Perimeter=IQ3+G+15.8=32.1 ff. shed are important. Thick vegetation or timber Hydraulic radfus•3-�•z.s f+. reduce or retard run-off as do highly absorptive Fig. 1. Channel cross section. soils. Reliance should not be placed upon helpful effects of surface cover, however, when there is a Example:Assume that the flood flow of a small drain- definite possibility that at a later date the area age channel is to be estimated,and that there are visible will be denuded and allowed to become meadow evidences of the height to which past maximum flows or wasteland. There have been many instances of have risen. Fig. l represents a measured cross section Cleared tracts where rainfall has produced nearly taken at a point where the channel is relatively straight 100 per cent run-off. for a distance of approximately 500 ft. up and down 4. For large,important drainage structures it is advis stream.Levels were run over this 1,000 ft. and the slope able to survey the water course. Then, having was found to be approximately 0.005 (0.5-ft. vertical determined the average slope of the stream bed drop per 100-ft. horizontal distance). and the cross-sectional area up to high water stage, The dashed lines in Fig. 1 are drawn to give an the volume of flood flow may be computed by equivalent cross section from which area and wetted hydraulic principles. The common way of,doing perimeter can be quickly computed. In this case the 1 +r . WA ( I One of the box cul- verts resulting from the modernization program in Tarrant County,Texas. I Via' i i i I I I SECTION I—GENERAL CONSIDERATIONS FOR DESIGN A culvert may be defined as a transverse drain or size or importance while culverts were relegated to waterway under a road, railroad, canal,or channel. By minor openings. This distinction no longer applies arbi- ordinary engineering usage,however,culverts refer only trarily as it is recognized that the efficiency and low to short structures through roadway or railroad embank- cost of culverts make them desirable for a wide range j ments, serving as passageways for water and normally of conditions. not acting under hydrostatic head. Structures under The need for a long, single span is the main deterrent 'Q canals or natural channels and having a"sag"or definite against selection of a culvert for some locations. This drop and rise in grade between inlet and outlet are is important for wide crossings where stream bed con- known as inverted siphons. Long drainage structures, ditions are unfavorable for culvert floor slabs or division usually buried but not necessarily under embankments,. walls. Furthermore, long spans obstruct the passage of in which hydraulic considerations are important come debris during flood stages far less than do culvert open- under the general classification of conduits. Included ings.This factor may eliminate culverts in timbered or are storm drains, sewers, and pressure pipe lines. drift-littered watersheds.The possibility of ice jamming This section refers particularly to culverts as ordi- culvert inlets in cold regions should also be considered. narily defined and less directly to conduits. It should Where the above factors do not control, culverts are be noted, however, that the most difficult problems excellently adapted.Culverts have a low maintenance encountered in the design of conduits are considered cost may be cheaply lengthened when a wider roadway and useful data are presented.Emphasis has been placed is necessary and do not limit visibility on.curves. on the determination of earth pressures and the design of sections for both types of structures. The designer From a structural standpoint, culverts are advan- is given the choice of several different shapes and can tageous because of their continuity. Unexpected loads proceed rapidly through his design by use of tabulated or other unusual conditions are better resisted by cul- coefficients. Suggested designs based on average condi- verts as all component`parts contribute helpful restraint tions are also presented for the aid of engineers. j Use of Culverts Determination of Culvert Capacities The first consideration in culvert design—and one of Before the development of the multi-celled culvert the most important—is the determination of required there was a definite dividing line between conditions capacity. In general, the estimated volume of water to calling for culverts and those requiring small bridges. be carried by a culvert is based on the.probable maximum The Iatter were used to span openings of considerable run-off to be reasonably expected at the site. This need 6 CONCRETE CULVERTS and CONDUITS INTRODUCTION wo factors are responsible for the costly replace- Current funds were not sufficient for modernization, T . went of many drainage structures early in their but a $400,000 bond issue, the county's share of the anticipated useful lives. First, and foremost, is the cost of replacement, was floated at a yearly cost to the destruction wrought by storm floods to inadequate county materially less than the $50,000 maintenance bridges and culverts. One who has attempted to use cost. In_1939, the county proceeded, with Federal highways in a flooded area can appreciate the extent assistance, to replace its dilapidated, obsolete bridges. of such damage. Second, and much less apparent, is A total of 1,438 bridges were built. As anticipated, the progressive damage to highway structures caused the savings in maintenance paid the county's share by heavy trucks. of the construction cost in 10 years and the useful Periodic floods have steadily grown in destructiveness. life of the structures has only started. Extremely high rates of surface run-off result from � gradual changes in the character of the country. The Other counties can replace their obsolete drainage structures economically.and efficiently as did Tarrant clearing of timber and underbrush for Farms, followed County.,Standardized methods of reinforced concrete years later by removal of the areas from cultivation, have transformed a much greater percentage of rainfall design for culverts and small bridges have become effi- into run-off. Drainage structures of ample capacities in cient tools in the hands of the county engineer,allowing the past are less able now to handle excessive flows him to make economic use of that durable construction without washouts. material. Attractive, low-;maintenance-cost structures Comparable with flood action is the gradual weaken- may be designed for any combination of site conditions. ing of inadequate bridges and culverts under modern Special requirements are incorporated in a structure transport. Limited appropriations and short term plan- without sacrificing such qualities as rigidity and strength ning often require costly maintenance of such struc- against overloads; weight and stability against flood tures, year after year, while ever mounting traffic loads flow;resistance to chemical attack by harmful materials are to be carried. in foundations; and ability to meet other unforeseen The New England floods of 1936 destroyed nearly conditions. 700 small bridges and culverts, not a score of which The purpose of this booklet is to present brief, prac- were modern. This necessitated the building of new tical suggestions on types of reinforced concrete highway structures to modern and safe standards.The$13,000,000 structures best suited for different purposes. Thorough replacement cost was not considered a loss, for it consideration is given to basic elements of design. represented an improvement that would normally have Typical designs are presented covering a wide range to taken over 25 years to accomplish. meet most local conditions. The booklet is divided into i � Some far-sighted communities have not waited for two divisions covering: floods to force needed improvements, but have inaugu- General considerations on design of culverts and con- rated programs for systematic replacement of obsolete duits. highway structures.The action takenby Tarrant County, Specific<designs of different types of culverts and Texas, is typical of what can be done*. In 1936 this conduits. _ ► county had over a thousand antiquated bridges and *Described in detail in Concrete Highways and Public Improve- culverts on its 1400-mile system. $50,000 a year was menis, November-December, 1939, published by the Portland required to keep these structures in passable condition. Cement Association. 5 7 . j` -� ;, . a �` , Ri etd _::: . O' W E:SSE . I ¢ Na:�''6k .. to ' b � j!'Ati J. \ 4 Y. .. \ .♦ to �! r. -s d „a 4 t ., '�i 1 4 1 } Y 1 CON Z k`�1 11 ' r j �. , E r+ }1 ;h#-t4� .*' �{b+i y S!d h z e v j s. w - tt ?. f c F r JFy t «t�'�a'1. �~I:NK h + „,v 4r � a - K 67 i s4 w'�a °La,kra...'Ss i i -.i f t" 1 ,Y . kt r �,,F ,aab� T ��r t ' 1 h a ! ,. i j7 rt :S• ("'�xF - a•1 d c�-\i,1u d �, •YExia .rt * st r 3 # ri' 1 ' '3 4. w >. �" Llkt ^IA LG-�''LS' 4 :,� -ct+�' ,� t � ;14. 1 .1 l - rt, a M ,„'�A df ':tiv$H'!''. iit.!, il.K`Mt f�' r ', r�,'t-1 ate,,,},* 9,ywV:R. ,> t i ro s',;,.`3 rac < +m n� xl�t t{xex a ti t 1 .a t i J -i rby f - r_n_i- t.H!'3'C'.�.1 'fits w3 ,,, at'""yyy"Ct'Aa2'tig L,�pp� �h!,i+Fd �`1.� !r.v1 S y Y +,r t , 4F !a W47 G�i�j � ,1ttt.'' cite �l.1•Tap 'F. 3�+'�d'`,4riS'Sr +1�4 \*:.��1.1 A'i.r*.... s :FVJ J 7.A,l +t�' 1 .3 Y.r'4FA. yy�;'��i✓+�+ Y+FS.1''Xiry t�'�i'Xti^i>' u r" �4 �(' �+r riaYt,�,t .ii t ,,.....�� ,J+ V FuF. . t.... ,w c -.;.0 t. F £..e, tl:. ,n i,( �'', 1t,riw�tt .g.�,Z�ar4! l•"�\',F7IN y�,rk v 1�,, $� 'I J i a t ra; t , a J Y4 `a1 2,t t ..y 4 y • = i.;. 1: . .y;m'l ,,'S „{1 j�r.iC: n $"f"'. k ` n 4 F 's y 1 t i 1 d +" t o a , '.. { s y J, y 7. }.ni1� 4 }svY� // y :,�,� � �'• 5.Via# arw;k,'"'j", y t 4 zM r K, i i' f a�J� "'�'�" I..., s ?+ r.t i irt'r .. N x T,—It ' '`fi ° fi "1 -y7�" }� - + .� y,,. faF,++•"'}4t9jt,'t i'' 7 '.f t i 's 1 j r' ' �f-,.Y t I��,]r M1' `RCS{.Sa' .vT � Y,`,`i ' 1j s*F f� gyp! 4 R t ,„Y,11 ,� y 1 J +'k t fY.'Ft.. \] 'az R' ga ,tj s c c Tir t .r 1 4yNt ( f,y: rr "# t,rl„Si` i,yr�,"y� r 1.' ` t n � 11 t aprc i.* 'k*I�naC�t :r !,xU 'Re. "�,� y E '*"i f 7Al""." ,, a \ .y g1 ? 1 to �.N§J�, ,'n k SG 4 y ? r�37 Nt4 t S. v1y yrrua g r> 1 t ai 4 iq `Y 4 4.ti {>6 `�f, i_t.r tSklrk' v1a,,�.a SFi nka _. z), y v� r.ra`F- rv1 ft f 11�i"rn^ yy Y a.G 1 w. ' s 4 ' y, r~ / 7f t Ft i4 :<Yr rr yt't4 r )'1. _�M iF'°WRJt''�t�{.. 1 13\E. �i C9 YA.'t` �4y�F,„u^1'4'3}++p's �s 01' i-t r 1+ { ,y5xtn 'f�*M F+r�hf d S7t, i'u7F' .: ". �� o'Fr;L..ac. t ,A :l v x,+13 •r,,JP`>� dT\ay� ya�r#�r ... _ 53; f�" at r, 7 ssA: f r v .s' pit df ,t �3'ti* �y � �?x'f 1'v`11°'�'-'3t r�`a. � ��� ffrrah,. . :a�,,y ! v tt Lx t t ?r a'" y'* 4 r' L,'> h*�-ry , �,-..'-',,�. ....,-� ;,.�;.,���,��-,,,'.'.�-., "._- , '.r.i1l.._.i:,,,,'��.;,��.C' i t, rh �V' �`x �f."a a ,�.i!. }.. +;t� *'�N'R,'.A .fir, "4� vC`w 14h'�f.r�1 k*+Y44 #x �r(,, pKl 7 JY e4 r5 Lt ,� r! iu,t`� %7 3� �C ^i+!I'+t,Ly �, s 'k m. * Y 1 1 y S'S 7*! C 1 3Y j ee »riA jtfvi'�`I 'rev' k?Sw '?'� a ITyr!. { * #r u i i... { s v'1."tX y i ya , �rt�".!'S+ s y\,. .". - S {. ! Jas C i {i .' •� 'in Yt ai . p+x jt- a ,�,.a rn a#C3 f tim #'° 3k :. t r \ r.. { r ,, 1. ,F"5 x 't"�"`�"`Y`+4 tot'�'v ax:�{r;*.1w Y 'i•(+ 1 ! 1 J ro:� 1 t4 to .a ,\aa Ii'. Mi,;, f kII"r4�41,4�� r,""yw. tAif iiJ.,Wj W ti ��. y 9 �i 41/,jy ri!' A x Y k afs� �t �'r,Rc C c { t S�y,"1� +' o +"? i+ r ^'!tl�r fi ' .0 �' 7f t*tl rra �h�St kl..F t:uY}I,ya,N�i.,}✓ �jl4 K.,yt," 5S{ 1\t �AVH.FS�d¢�t� �dyyi ga tP6'�dkrpx-i'''•t''&: f 4`T N tl11 s'� i 1 ��.�3� 1 aye �y�f '�M 7 1 AC C.�,Y �} ir,f5 }SS. tt ii y .'.� F1 AY �''`�4 � a'4aAk""�1 .i Y t�, M. F't '�YJ \j 1S�Y� -ir AV T.a rr 3' ae 4 � # 1 'i .l ' k.. t.J ruu. 1-,_ b t t�,,a tir`n t+wy"ti,, t t 1. ..I .., 1 7" aw'"' „;,.F� hJjt� �3 1 Cfi, it. t .1.6.�v, ^K�p'r'"n f r !1 ' t srj` t 4l °} ; cam{ #i3 ,,X``y`�At s , r . 4, '1' t i� 4'ii 6A r {�y,�da f2 ,�i4 : -w .+J: SF's �- ' 1 at n1+3 s1 ;} "rE' 'i v§'°'rs 'h:,h .i a i !`{ rin}'t e iy .+*y 4. FrJ L'fF,'�i n� ,}y.qu�.n� 1 f N zi -'mrt'. 1. 1 J7 '1 , t 5 ;f a+Y�`1 d k A`- 4 1- J �.w,, ''L4' .3,5 ,<h d r7a 1 - r ♦tirh+ t *'" "� +£1. ,A # rr} i f Ik ;... ?, #at.a '"��^..y., 'tsy 1..t .c �.. 1%ror ,. fix.,:,a&Y,f�" 1. Y 11 S t v�rt 41 / W, ' 7 w Y.�tl L Y 4 a\V yy F'.. kf- s t r+�fh "`C vF uxi't 1 71rF - �i h. r ' \ ^S a tgai s r j�0 l'Y wo " 7 ,`M o- `%. �.. t „r y'r '� may . r m�z n�. - 1 - a ,JI a v �*` it v a uk 1 kt Mt 3' t 1 1f,: Fl 1a ` r ✓7°tt y . } ! y t r a.,„.,A4.n!y 'ai +$A�*}},2d ,4 1 ,"f' V AI Fl IF• i Y W riN k�j 1 ,5f yS.. 'a'YK C #fns,1�.){*k �Y� 8 v r k � �. .,.Y r ` of �Pa f a ±F1'y"nt� � Y. �n�12t* rlf Uw { r 7.i h ,),r+r .�',�r 1 t r «,/r t r'� W(� t. .ri f i '� i 4 rE lit '" * f 4. .. . I A :'�I S F: 4 h L 1�,,�!;, _,.�.�*..`o�7i�;,._ .. - 1G ­'. -� l : r �'a FbC 1�.I:- ". t. ... .: JAS it 'a ':a r Tw � , . ...... iS' ry : s err r. y e,*,_ t t j`7 ,. � j 4 TI.i, �l 4M 1.. t rt . f 1 •t 4 it 1. f 1. Y j .)I aw ', • . SWEEP BEND - TAPERED JOINT d TYPICALLY 5' TO 10' PER JOINT • DEPENDING ON JOB CONFIGURATIONS. U Q MOST COST EFFECTIVE WAY TO X }� ' MAKE A TURN. O Q m Q UW m IL r-' ------------ ------- ; d a I I I TIGHT BEND - SPECIAL SECTION r' a ANGLE AS REQUIRED ,'✓ SPECIAL CULVERT SECTION REQUIRED TO BE y, HAND BUILT INCORPORATING A COLD JOINT AND WELDING OF REBAR TO PROVIDE CONTINUOUS STEEL REINFORCING. MODERATELY EXPENSIVE -------- -- -- +- - \ a 1I I • , TIGHT BEND - MITER JOINT ANGLES AS REQUIRED UP TO 45' • SPECIAL JOINT SECTION REQUIRED, LIMITED BY CROSS SECTION CONFIGURATIONS ° COULD BE EXPENSIVE DEPENDING ON CONFIGURATION DETAILS PROVIDED BY APPIAN GONsuum ENGINEERS.P.A co Q qRT A, IN a, I-- W Ak N Lt` � 4•' � 1 I '1�i `` ` .•`�� jl♦I n 'P `tea ••Sim•.• p.� �I.l co a P ..y' •4 V - it s' a •'•� v +V NR, k t pp AR� GENERAL. NOTES: 1. PRECAST WING WALL SEC710NS ARE AVAILABLE TO CREATE A TOTAL PRECAST SOLUTION. THESE SECTIONS ARE READILY AVAILABLE IN PRECAST CONCRETE, HOWEVER. SECTION WEIGHTS AND J08 CONDITIONS MAY LIMIT THE CONTRACTORS.ABILITY TO HANDtE THIS PRODUCT OR LARGER CULVERT SECTIONS. oera�s wsovwm er nw+lu�ca+w«mc E>rcwa�s.a.ti SEE NOTE � t t }" SEE NOTE #4 111 C i � N zW < SEE NOTE #3 ± a c CJ cc 1-6t t SEE NOTE #5 I, V TYPICAL SPANS • ' yA^ X U to MIN. 6'-0' AND UP (1'-0" INCREMENTS) .• ``� I jn Nb GPI Ho GENERAL NOTES. 1.. PRECAST BOX CULVERT DESIGN SPECIFICATIONS SHALL BE IN ACCORDANCE WITH ACI-318 "BUILDING REQUIREMENTS FOR STRUCTURAL CONCRETE", AASHTO "STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES', ASTM C789 "PRECAST REINFORCED CONCRETE BOX SECTIONS FOR CULVERTS. STORM DRAINS, AND SEWERS, OR ASTM C350 "PRECAST REINFORCED CONCRETE BOX SECTIONS FOR CULVERTS, STORM DRAINS. AND SEWERS WITH LESS THAN 2 Ft. OF COVER SUBJECT TO HIGHWAY LOADINGS AS APPLICABLE. aM 2. CONCRETE COMPRESSIVE STRENGTH 5,000 P.S.I. MINIMUM UNLESS OTHERWISE SPECIFIED. 3. STEEL REINFORCING DESIGN TO CONFORM TO THE REQUIREMENTS.OUTLINED IN NOTE #1 AND SHALL UTILIZE GRADE 60 RE-BARS CONFORMING TO THE REQUIREMENTS OF ASTM Am. OR WWF CONFORMING TO THE REQUIREMENTS OF ASTM A185 OR BOTH. 4. TYPICAL HAUNCH DETAIL SHALL BE 8"X8". LARGER HAUNCHES ARE-AVAILABLE FOR CULVERTS OF LONGER SPANS, DEEPER FILLS OR HEAVY LIVE LOAD REQUIREMENT'S. 5. WALL. ROOF, AND FLOOR DIMENSIONS SHALL BE DETERMINED BY JOB;CONDITIONS. TYPICAL CONFIGURATIONS AS WELL AS STEEL REQUIREMENTS ARE DETAILED IN ASTM C789 AND C850 AS PER NOTE #1. 6. PENETRATIONS IN ROOF SLAB AND WALLS CAN BE PROVIDED DEPENDENT ON 'JOB CONDITIONS. ADDITIONAL STEEL Aw WILL BE REQUIRED AT ALL PENETRATIONS. 7. WEEP HOLES AVAILABLE PER JOB REQUIREMENTS AND ARE TYPICALLY PLACED ONE PER CULVERT SECTION AT EACH EXTERIOR WALL S. TONGUE AND GROOVE SHALL BE SIZED IN PROPORTION TO CULVERT CROSS SECTION. JOINTS SHALL BE SEALED BY 1"XI" CLOSE CELL NEOPRENE SPONGE GASKET MATERIAL WHICH IS FACTORY APPLIED TO THE "BELL" OR "GROOVE" END OF THE CULVERT SECTION. 9. SEE SPECIAL DETAILS FOR END TREATMENTS, CURVES, AND ADDITIONAL OPTIONS AVAILABLE. DETAILS PROVIDED BY APAM CONSULTING ENGINEERS.P.A. . ' 44 Precast Concrete Box Culvert L 10 Design Specification: ASTM C789 Capacity reduction factors.AC1 318-831 ASTM C850 Shear 0.85 Material Properties: Axial compression combined with 0.70-0.90 Steel Reinforcement bending Welded wire fabric ASTM A185 Loading Datas Deformed bars ASTM A615 Load factor,dead load 1.5 Steel Yield Stress Load factor,live load 2.2 CB50 60,000 psi Truck axle load: C789 65,000 psi H2O,HS20 32,000 Ibf Concrete Compressive Strength 5,000 psi Interstate 2024 000 Ibf each Impact(variable with depths see 0 to 0.30 Soil Data: AASHM Bridge Specs,.1982 Unit weight 120 ib/ft3 Uniform internal pressure 0.0 Ratio of lateral to vertical pressure 0.25 min.to 0.50 max. Depth of water in box section equal to Inside height from weight of earth. External ground water pressure 0.0 Additional lateral pressure from 700+ H.Ibfi t'where Structural Arrangements approaching truck wheels H = earth cover,ft Min.concrete cover over steel 1.0 in. External water table below box section C850 top slab Invert Haunch dimensions 8"x 8" Effective weight coefficient 1.0 Box Waterway Equivalent Box Waterway Equivalent Box Waterway Equivalent Size Area Round Size Area Round Size Area Round fSpanXRlsel ISq.Ft.) Diameter ISpanXRlsel fSq.Ft.l Diameter "iSpanXRisel (Sq.Ft.) Diameter 6x3 17.10 56.5 8x8 63.10 107.9 11x4 43.10 88.1 6x4 23.10 65.6 9x5 44.10 90.0 11x6 65.10 108.6 6x5 29.10 73.5 9x6 53.10 98.8 11x8 87.10 125.8 6x6 35.10 80.7 9x7 62.10 106.9 11x10 109.10 140.9 7x4 27.10 70.7 9x8 71.10 114.4 11x11 120.10 147.9 7x5 34.10 79.3 9x9 80.10 120.7 12x4 47.10 91.8 7x6 41.10 87.1 10x5 49.10 94.7 12x6 71.10 113.3 7x7 48.10 94.2 10x6 59.10 t127.9 0 12x8 95.10 131.3 8x4 31.10 75.8 10x7 69.10 5 12x10 119.10 147.1 8x5 39.10 85.0 10x8 79.10 5 12x12 143.10 161.4 8x6 47.10 93.2 10x9 89.10 8x7 55.10 100.9 10x10 99.10 9 in TOP VIEW Width FRONT VIEW SIDE VIEW '-------' ---------� --------------------- 1 ` 9•.L I a Span C ' � 1 -------------------- I 1 - 1 concrete inc. Commercial Avenue Hudson, New Hampshire 03051 (603( 889-4163 FAX: l6n''41-A00--3-70 #" y G 4:rpws-�`i" S; t irYr ,jb .k7� ^ 4 a ie +n -.cc�C��yx•�'r�'t�9r,�� ..mot._^tx., t,�n-� �`<+.�,w+, �4r�4.�+R*u",?,,'�ww�.� >l.•.n?;v.Mt,x�,.u��'t�.t;t��< <.iy,,;�, t t ,1 +,t l „r!f t fi �i y 4 Y l,F June 13, 2001 Page 2 of 2 Northern Woods Sweet Meadow Properties, LLC Talbot Formula Calculations V = 1.486 (1.65)0.6,5 (0:004)0.50 0.013 = 114.3 (1.4) (0.063) V = 10.1 F/S Q = AV = 23.1(10.1) Q = 233 CFS Talbot's Formula Modified to Allow for Variable Rainfall Rates. (Intensity) CM 3/4 (Rainfall Rate) 4 (See Table I) Rainfall Rate/Intensity: Type III, 24 Hour Rainfall 2 Year Storm Event = 3.00 Inch/Hour 10 Year Storm Event = 4.50 Inch/Hour 100 Year Storm Event 6.50 Inch/Hour 2 Year Storm = 3.00 x 3.59 = 11 Square Feet 10 Year Storm = 4.50 x 3.59 = 16 Square Feet 100 Year Storm = 6.50 x 3.59 = 23 Square Feet Area of Proposed Box Culvert = 23 Square Feet Therefore the Proposed Culvert Will Allow the 100 Year Storm Event to Flow Though This Area. Note: There is an existing 42 RCP pipe crossing North Farms Road down gradient from the site. OF o?� RICHARD P M o WEISSE `� No.M3 ERITAEiE SURVEYS., INC. Professional Surveyors and Engineers College Highway & Clark Street Post Office Box 1 Southampton, Massachusetts 01073 Bruce A. Coombs, President Telephone (413) 527-3600 Professional Surveyor, MA, CT& VT Facsimile (413) 527-8280 E-mail: bruce@heritagesurveys.com Website: heritagesurveys.com Page 1 of 2 June 13, 2001 Northern Woods Sweet Meadow Properties, LLC North Farms Road Northampton, MA HSI Job #4467-010404 Drainage Calculations for Proposed Box Culvert at Station H50 Talbot Formula - Culvert Design a = CM % a = Waterway Opening in Square Feet C = Coefficient that Depends on the Slope and Character of the Watershed (Hilly Land — C = 0.80) M = Area of Watershed in Acres = 60 AC Rainfall Intensity of 4 Inches/Hour a = CM % = (0.80) (60) % = (0.80) (21.56) a = 17.25 Square Feet Proposed Box Culvert = 6'x 4' = 23.10(Waterway Area) Capacity of Proposed Box Culvert Slope of Culvert = 0.40% Area = 23 Square Feet Perimeter = 14 Feet Hyd. Rad. = 1.65 N = 0.013 X 10. Do any signs exist on the property'! YES NO j IF YES,describe size, type and location: A r -- Are there any proposed changes to or additions of signs intended for the property?; YES NO X IF YI 5,describe size, type and location: N. ALL INFORMATION MUST BE COMPLETED, or`PERMTT CAN BE DENIED DUE TO LACK OF INFORMATION. This column to be filled in lry the,Building De' artment EXISTING PROPOSED "'.,' '' 1tEQ D 3iiX' ZONING Lot Size 27.87 acres 80,000 S.F. Minimum 80 000 S.F (WSP) Frontage 175' 175'Minimum 175'Minimum - Setbacks Front 40' Minimum same same Side FT-1. 20' R: 20' J: R: Rear 50' Minimum Building Ileight 35' 35' 35' Building Square Footage N/A 3-4,000 S.F.each 15%Maximum n/u Open Space: Qot area minus building&paved 80% 80%Minimum 800/( Minimum #of Parking Spaces N/A NIA N!A 9 of Loading Docks N/A N/A Fill: (volume cC Inc Lion) N/A N/A 12. Certification: I hereby certify that the infamiation contained here* e an accural o the hest of my.knowledge. Date. 611101 Arthur Pichette Applicant's Signature .� NOTE: Issuance of a zoning pernmit does not relieve an applicant's burdets to comply a�th all zoning requirements and obtain all required permits from the Board of health, Conservation Commisston`,Historic and Architectural boards, . Dcparunent of Public Works and other applicable permit granting'autliorincs I File No. �'G ( ZONING PERMIT APPLICATION (§10.2) Please type or print all information and return this form to the Building Inspector's Office with the $10. filing fee (check or money order) payable to the City of Northampton 1 Narnc of Sweet Meadow Properties, LLC c/o/Arthur Pichetle . i 48 Bates Street Northampton, MA 01060 586-8287 Address: _ Telephone: 2. Owner of Property: Charles W.DeRose i Address: 677 North Farms Road Florence, MA 01062 Telephone: 586-2466 3. Status of Applicant: Owner Contract Purchaser X Lessee Other(explain) 4. Job Location: North Farms Road Florence; MA 01062 Parcel Id: Zoning Map# 2 Parcel# 1 District(s): RR wl WSP'Overlay In Elm Street District In Centrat Busiaess District i (TO BE FILLED IN BYTHE BUILDING-DEPARTI SENT) Open, wooded land 5. Existing Use of StructurcJProperty 6. Description of Proposed UsclWorkTroject/Occupation: (Use additional sheets if necessary):'. ' Subdivided existinq 27.87 acre parcel into three residential lots(lots&`frontage will meet zoning requirements). Access to lots will be provided by a common driveway in accordance with Section,6 12 of the zoning bylaw&special permit.`' I I I I 7. Attached Plans: Skctch Plan X Site Plan EngmccreMurveyed Plans ` 8. Has a Special PcnT iVarianceArinding ever been issued forlon the site? NO X DONT KNOW YES IFYES,date tssucd: IF YES: Was the pemut recorded at the Registry of Deeds? NO X DON'T KNOW YES I I I.YES: enter Book Page and/or. Docutnettt# 9. Does the site contain a brook,body of water or wetlands? NO DON'T KNOW YES ' f ` IF'YES,has a pcnnit been or need to be obtained from the Conservation Commission?; Y Needs to he obtained X Obtained ,daleisSUCd: oy j (T orm Continues On Other Side) I� File#MP-2001-0148 APPLICANT/CONTACT PERSON SWEET MEADOW PROPERTIES,LLC ADDRESS/PHONE 48 BATES ST (413)586=8287 A PROPERTY LOCATION NORTH FARMS RD MAP 02 PARCEL 001 ZONE R ' 4,)SP/WP THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED` REQUIRED DATE ZONia FO FILLED OUT ee Bui lding Permit Filled out Fee Paid Typeof Construction: ACCESS TO LOTS PROVIDED BY COMMON DRIVEWAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION: Approved as presented/based on information presented. _L,_Denied as presented: �J •S• Z '/y �} S Fo.e 4.piP --Zspecial Permit and/or Site Plan Required under: PLANNING BOARD ZONING BOARD �� �JCCr�vtj�!dN Received&Recorded at Registry of Deeds Proof Enclosed" Finding Required under: § w/ZONING BOARD OF`APPEALS C. SP "fore Received&Recorded at Registry of Deeds Proof Enclosed Variance Required under: § —w/ZONING BOARD OF APPEALS Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health "! Permit from Conservation ission Permit from CB Architecture Committee O o Signature of Building Official Date Note:Issuance of a Zoning permit does not relieve a applicant's,burden to,comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities ': ° �t► e a —; -/iii; I i r�`��_=,�-`•,•.� ';�( �� "� /_• ! � � /J '� ��J/) I I '\\y�l •�: -a�. ,I'• �1;� l�il�o /" � ��./ I• i` �/ 0 o UCJ1 `.i ���, I nor i1 ��4 1 I�°' _ •� _ r ar I 0 r Q o JJ � " �'2�-ice. •�1 � n � i I i C � cs �t`Lptlharrrptpn f -: .J. � -P• ,�-�`� N"� � ,�%. ,:. o O ll 'ounlry �• �_ Y _ MEMORI AL e• , 7 PARK ♦ Tk2e CetBRIOOE °. ��`� � _<��2., 'P - � '�� _� � �'�t rte��.wM SL��.�� � '�.t� k,' r'•�, � 259 -�.--ry; .� j'`���+++--•`_ \ ���\ � O M.�Y�� z '�.ti"'' avel { A,� � - c I ;IIe ' o 'v �„� - � '.s _ze qtl z�W thew 'ru. S 4 0 1� , __- r � � /F;,{7\ ��• y,�, Il��ns..tlt fR4 .L•He���,w�1�,} sT fF'` 1�� .,°L� '� I.v iAU�r�,�1 •� ♦ dN� r+•e+YR ,^` by i,y � �E il t�♦�7 r.'�� tr:. 400 �. �. _'�� �� � ■ r•�NO w CF i� �� 05 NORTHERN WOODS NORTH FARMS ROAD FLORENCE, MA LOCATION MAP 0 1000' 2000' 4000' SCALE: I"=2000' B-6. Location of: - parking&loading areas N/A public&private ways See site plans driveways,walkways See site plans access&egress points See site plans proposed surfacing: See site plans B-7. Location and description of: - all stormwater drainage/detention facilities See site plans - water quality structures See site plans - public&private utilities/easements See site plans - sewage disposal facilities On—site To be submitted for approval by Bd. of Health water supply facilities On-site To 'be submitted for approval by Bd. of Health B-8. Existing&proposed: landscaping,trees and plantings(size&type of plantings) See site plans stone walls, See site plans buffers and/or fencing: See site plans B-9. Signs-existing and proposed: N/A Location dimensions/hcight color and illumination B-10. Provisions for refuse removal,with facilities for screening of refuse when appropriate:N/A FOR MAJOR PROJECTS ONLY: B-1 1. An erosion control plan and other measures taken to protect natural resources&water supplies: See site plans C. Estimated daily and peak hour vehicles trips generated by die proposed use,traffic patterns for vehicles and pedestrians showing adequate access to and from the site,and adequate vehicular and pedestrian circulation within the site. WAIVER REQUESTED—Low density residential use does not represent measurable impact on traffic and pedestrians in this area. Site Plans submitted for major projects shall be prepared and stamped by a: Registered Architect, Landscape Architect, or Professional Engineer 8 SITE PLAN REQUIREMENTS REQUEST FOR WAIVERS APPLICATION The application MUST include a site plan containing the information listed below.The Planning Board may waive the submission of any of the required information,if the Applicant submits this form with a written explanation on why a waiver would be appropriate. To request a waiver on any required information,circle the item number and fill in the reason for the request. Use additional sheets if necessary. A. Locus plan See site plans B. Site plan(s) at a scale of I"=40'or greater. Site plans are at 40 scale with additional details. B-1. Name and address of the oNvncr and the developer,name of project,date and scale plans: See site plans B-2. Plan showing Location and boundaries of. - the lot See site plans - adjacent streets or ways See site plans - all properties and owners within 300 feet CARS WAIVER REQUESTED—because the list of abutters identifies these owners. - all zoning districts within 300 fcctN/A large zone district urea, adjacent zones B-3. Existing and proposed: are significant distances away - buildings N/A - setbacks from property lines_' _ See notes on site plans. - building elevations N/A single family residential - all exterior entrances and exits N/A single family residential (elevation plans for all exterior facades structures are encouraged) B-4. Present&:proposed use of: the land See site plans buildings: See site plans B-5. Existing and proposed topography(for intermediate projects die pcnnit granting autliority may accept generalized topography instead of requiring contour lines): at two foot contour intervals See site plans showing wetlands,streams,,surface water bodies See site plans shoNvuig drainage sNvales<und lloodplains: See site plans showing unique natural land features See site plans 7 Northern Woods Florence, MA Re: Project Development within a WP (Watershed Protection) overlay zone district. Project Narrative A portion of the 28 acre project site has wetlands on it which drain through a water course (stream)near the front of the property. The stream, flows into an old farm pond and which was created with a dam down stream at the southerly end. The granite stone dam has been partially demolished to lower the water ponding. From the old dam the stream runs southerly and eventually under North Farms Road. The area of the wetlands and stream is with in the WP overlay district. Under Section 14.0 of the zoning ordinance any disturbance with in the district is subject to approval by the Planning Board under a special permit in accordance with section 14.5. The construction of a common driveway across the stream and wetland area (second crossing)is required for access to the residential site as shown on the site plans. The stream crossing will involve the installation of a 4' x 6'wide precast concrete box culvert. the box culvert is design to coincide with the existing stream bed and will have wing walls, apron and rip rap to stabilize the embankments and stream beds. The second wetland crossing will involve the installation of a concrete pipe with flared ends and rip rap aprons. The common driveway grades are designed to accommodate emergency vehicles and require fill embankments at the wetland crossing areas. Timber guard rails will be installed along the driveway and wetland crossings as shown on the site plan. Wetland replication areas have been designated on the site plan to compensate for the wetland filling. The construction for the stream and wetland crossings require filing a Notice Intent with the conservation commission and all work will be subject to approval. All of the construction related to the new residential construction, wells and septic systems are outside the 100' buffer limits of the wetland and outside the 200'buffer limit of the stream. The box culvert, designed for H-20 vehicular loading, and culvert pipe are design in accordance with 100 year rainfall design criteria. See attached drainage calculations by Heritage Surveys, Inc. Northern Woods-cont'd. page 2. The project development will not have any adverse impact on the environment or water quality for the following reasons: -The low building density/detached single family residential use. -Driveway construction will be minimized to one for common use. -Siting of driveway and houses are designed to minimize impact and distrubance to adjacent wetland areas. -Maintain significant undisturbed open space and wooded areas. Northern Woods Florence, MA Re: Project Development within a WSP (Water Supply Protection) overlay zone district. Project Narrative The project site, located on North Farms Road is within the WSP zone overlay district. The district is intended to protect lands lying within the primary and secondary recharge areas of ground acquifers which provide public water supply, as well as water sheds for public surface water supplies. Under Section 16.3 of the zoning ordinance the location of the high ground water table has been determined and the developement construction will be within five feet of the annual high ground water table. Under Section 16.7 of the zoning ordinance the applicant of the development is filling a special permit in accordance with 1.B - any excavavtion incidental to a permitted use which includes residential housing. Under the special permit application and as shown on the site plans,efforts to minimize the impact to the development on the overlay district include the following: -Runoff will surface flow into adjacent undisturbed wooded areas slowing velocity and allowing ground infiltration. -Silt fence, erected prior to construction , will prevent erosion and sedimentation of adjacent wetlands and control disturbance of wooded areas. -Soils compaction will be limited to the areas of construction, and utility work and regrading work. -On-site septic systems and wells will be constructed for the three residences in accordance with Title V and the City,of Northampton Board of Health regulations. -The low building density residential project will not utilize any hazardous material which may be detrimental to the ground water supply. The project is in context with the surrounding residential neighborhood. The project density of one unite per 9.3 acres will minimize development impact in the'WSP zone in which the minimum lot area is 1.8 acres (80,000 s.£). The common driveway for the residential sites is designed to conform to the topography and minimize disturbance of the adjacent wetlands. The new houses are sited to minimize impacts to adjacent wetland areas,take advantage of potential views and maximize privacy. 9. 1 certify that the information contained herein is trw and accurate to the best of my knowledge.The undersigned owner(s) grant the Plannin 7 B , Ater the property to review this application. Date: 715/01 Applicant's Signature: Jonathan A.Wright Date: 7/5/01 _Owner's Signature: harles W. DeRose (If not the same as applicant's) A h4dJ(�R CT PRn fE T5111iST r TSO W 4, 7J( APPROyA cRrr;nrA. Does the project incorporate 3 foot sumps into the storm water control system? Yes No (IF NO, explain why)_ Will the project discharge stormwater into the City's storm drainage system? Yes No (1F NO,answer the following:) Do the drainage calculations submitted demonstrate that the project has been designed so that there is no increase in peak (lows from pre-to post-development conditions during the: 1, 2,or 10 year Soil Conservation Service design storni? Yes No (1F NO,explain why) __ Will all the runoff from a 4/10 inch rainstorm (first flush)be detained on-site for an average of 6 hours? Yes No (IF NO,explain why)_ Is the applicant requesting a reduction in the parking requirements? Yes No If yes,what steps have been taken to reduce the need for parking, and number of trips per day? SITE PLAN REQUIREMENTS REQUEST FOR WAIVERS APPLICATION The application MUST include a site plan containing the information listed below.The Planning Board may waive the submission of any of the required information, if the Applicant submits this form with a A written explanation on why a waiver would be appropriate. To request a waiver on any required information, circle the item number and fill in the reason for the request.Use additional sheets if necessary. A. Locus plan B. Site plan(,)at a scale of I"=40'or greater 7 I. Curb cuts are minimized:with one driveway for 3 units. Check off all that apply to the project: N/A use of a common driveway for access to more than one business N/A use of an existing side street N/A use of a looped service road 2. Does the project require more than one driveway cut? X NO YES(if yes,explain why) 3. Are pedestrian,bicycle and vehicular traffic separated on-site? _ YES X_NO(if no,explain why) for residential use onlv FOR PROJECTS THAT REQUIRE INTERMEDIATE,SITE PLAN APPROVAL, ONLY,SIGN APPLICATION AND END HERE. 9. I certify that the information contained herein is true and accurate to the best of my knowledge.The undersigned owner(s) grant Planning. o c ' sion to enter the property to review this application. Date: 7/5/01 Applicant's Signatu e: Jonathan A.Wright Date: 7!5/01 _ Owner's Signature: N/• Charles W. DeRose (If not the same as applicant's) C.C1R PRQICCTS;THAT REQUIRE A SPECIAL <Ph'R(\TIT C1R NVI I k]<ARE: C t. Y I.o c m l tc the fi(I��vin ;. F. Explain why the requested use will: not unduly impair the integrity or character of the district or adjoining zones: Lot sizes&use in conformance with zonina district&WSP overlav district requirements and WP overlav district reauirements. not be detrimental to the health, morals or general welfare: Residential use&low densitv will not impact health,morals, or general welfare of public. he in harmony with the general purpose and intent of the Ordinance: Residential use&common drivewav allowed in district and is harmonv with adiacent sinqle familv residential uses. G. Explain how the requested use will promote City planning objectives to the extent possible and will not adversely effect those objectives,defined in City master study plans(Open Space and Recreation Plan; Northampton State Hospital Rezoning Plan;and Downtown Northampton:Today,Tomorrow and the Future). Proposed project is very low density which is in character with rural and residential setting of area and zone district. Proiect maintains character of wooded open space.Common drivewav will be constructed in accordance with reouirements set forth by the Conservation Commission. 6 How will the project minimize traffic impacts on the streets and roads in the area? Low density residential use(3 units)will not impact adjacent streets. Where is the location of driveway openings in relation to traffic and adjacent streets? North Farms Road is located on outside of curve-sight distance is approximately 120'northerly& 150'southerly. What features have been incorporated into the design to allow for: access by emergency vehicles: Max.6%slope(see profile),provide turnouts @ 300'intervals the safe and convenient arrangement of parking and loading spaces: N/A single family residential use provisions for persons with disabilities: N/A single family residential use C. How will the proposed use promote a harmonious relationship of structures and open spaces to: the natural landscape Buildings are sited for privacy and potential southerly views.Sitting of buildings will be designed to minimize vegetation disturbance and adjacent wetland areas. to existing buildings: N/A area is wooded other community assets in the area:N/A Site is located in rural,low density populated residential area. D. What measures are being taken that show the use will not overload the City's resources,including: water supply and distribution system: On-site well to service each house site. sanitary sewage and storm water collection and treatment systems: On-site septic system to service each house. fire protection,streets and schools: Common driveway design for access,low density residential use will not impact streets or school systems. +a+ How will the proposed project mitigate any adverse impacts on the City's resources,as listed above? Impacts to adajacent wetlands will be protected with erosion control barriers&replacement areas to be constructed in accordance with Conservation Commission. F. List the section(s)of the Zoning Ordinance that states what special regulations are required for the proposed project (flag lot,common drive,lot size averaging,etc.) Common Driveway-Section 6.12,WSP district regulations-Section 16.7,WP district regulation-Section 14.3 How does the project meet the special requirements?(Use additional sheets if necessary) Runoff will be minimal due to the low density.Driveway regrading is designed to shed runoff into veqetated areas for recharoino of aroundwater. Common drivewav to meet requirements of Section 6.12 " F. State how the project meets the following technical performance standards: 5 CITY OF NORTHAMPTON PLANNING BOARD APPLICATION FOR: PROJECT IN WSP&WP ZONE check ' e of ro ccc <:. . : tIYTERi1"iFI)IAT PROJFCT SYtc Plan S ceYal Pcrntlt and Stte Plan.................:''>; < 0" r J MAJOR;PRCJ ECT Sltt X'itt:n.::::: «<: <;><:: S aclat X'ernii andIte L'lttn : >:::>:< 3-. :....::....:::P..::.::.........::.::;; :::.::::........ I, r,(rmlt i ?rG uc sled undcr:Zonzn <'.0 an tnance ec io t 5;::<><::: >::> $ .. ' > :::>'::>:>:<: :.....:........:..................q........:...:.........:.:............t;....x................'u..:.:t....a... 1. F. ... . I'..�ge,. ......:.4�.WS::::::::..�::::.::::::.::::::::::: 14 3 14 1 WP 3. Applicant's Name: Sweet Meadow Properties, LLC c/o Arthur Pichette(Wright Builders) Address: 48 Bates Street Northampton, MA Telephone: 586-8287 ft 4. Parcel Identification: Zoning Map# 2 Parcel# 1 Zoning District: RR w/WSP&WP Overlay Street Address: North Farms Road Florence,MA 01062 Property Recorded in the Registry of Deeds:County: Hampshire Book:2463 page.65 5. Status of Applicant: Owner ; Contract Purchaser X Lessee Other ;(explain) 6. Property Owner: Charles W. DeRose Address: 677 North Farms Road Florence, MA 01062 Telephone: 586-2466 7. Describe Proposed NVork/Project: (Use additional sheets if necessary): Subdivision of 27.84 acre parcel into 3 lots to conform to lot area requirements for zone district,WP& WSP overlay zone. Has the following infonnation been included in the application? Site/Plot Plan X List of requested waivers X Fee X Signed/Denied Zoning Pennit Application X 8. Site Plan and Special Permit Approval Criteria.(If any permit criteria does not apply,explain why) Use additional sheets if necessary. Assistance for completing this information is available through the Office of Planning&Development. A. How will the requested use protect adjoining premises against seriously detrimental uses? Extremely low density/residential use. Project is in context with surrounding rural neighborhood. residential lots. Low density with siginificant buffers&open space will not impact similar surrounding uses. How will the project provide for: surface water drainage: Surface runoff to be shed overland to vegetated areas and wetland areas for recharge. Low building density and pervious surface surface of common driveway will not create siginificant accumlbuff runoff.Project will maintain existing wooded areas except for house sound and sight buffers: 1 9 p buildinq areas and driveway. Residential nature/use of land will not create any adverse noise. the preservation of views,light and air: Project is approximately one unit oer 9+/-acres. Buildings will be setback from existing roads and are not visible. B. How will the requested use promote the convenience and safety of pedestrian movement within the site and on adjacent streets? No siginificant additional pedestrian traffic is anticiapted. 4 wft 9. 1 certify/h h information contaimd herein The Ift undersigned vvv,,p/grant the ounm uuu: —01 SignatUr Jonathan A.Wright Dote 7/5m1 Owner's Signature: ((If not the taonpnplicant's) Does the project incorporate] foot sumps into the xtonn water control system? Yco No_______ � (IF NO, explain why) '--------' Will the project discharge stonnwu/c,into the City's storm drainage system? Ycu I«o______ (IF NO,answer the 0`||^wing1 Do the drainage calculations submitted demonstrate that the project has been designed sothat there iuoo w� increase in peak Rowo from pre-mpos|'dc,u\upmcot conditions during the: }. 2.or10 year Soil Conservation Service design wnnn? Yus Nn_______ (IF NO,explain why) Will all the ou`vrrfrom x4/|0inch rainstorm (first flush)ho detained on-site for un average of6 hours? Ycr Nn________ (/F NO,explain why) lo the applicant requesting x ,cdochvn in the parking requirements? Ycx N^______ lf yes,what steps have been taken to reduce the need for parking, and number o[trips per day? ----'------ SITE PLAN REQUIREMENTS REQUEST FOR WAIVERS APPLICATION The application MllJ8T include usite plan containing the information listed below.The Planning Board may waive the submission of any ofthe required infort-nation,if the Applicant submits this form with a w* written explanation uo why x waiver would beappropriate. 1[o request unmiveroo any required information, circle the item number and fi!\ |o the reason for the request.Use additional sheets i[ necessary. A. Locus plan D. Site p\xn(s)oto scale of|''~40'vrgreater 7 � ' I. Curb cuts are rninimized:with one driveway for 3 units. Check off all that apply to the project: NIA Use of a common driveway for access to more than one business NtA__use of an existing side street N/A use of looped service road 2. Does the project require more than one driveway cut? X NO YES (if yes,explain why) 3. Are pedestrian,bicycle and vehicular traffic separated on-site? YES _X NO(if no,explain why) for residential use only FOR PROJECTS THAT REQUIRF INTERMEDIATE SITE PLAN APPROVAL, ONLY,SIGN APPLICATION AND END HERE. 9. 1 certify that the information 4hr r d accurate to the best of my kn owledge.The undersigned owners) grant to entr the property to review this application. Date: 7/5/01 Applicant's Signat Jonathan A.Wright Date: 7/5/01 Owner's Signature Charles W.DeRose (If not the same as applicant's) rOR PROJ.EC.TS THAT RFQ ME A SPF 014E PFRM1'I Oft WH[ORARE]: A. A a .hcants` ?UST`iilso cotii Iete the f UMV.nh. ::::.;:: ::; XX A F. Explain why the requested use will: not unduly impair the integrity or character of the district or adjoining zones: Lot sizes&use in conformance with zoninq district&WSP overlay district requirements. not he detrimental to the health, morals or general welfare: Residential use&low density will not impact health,morals or general welfare or public. be in harmony with the general purpose and intent of the Ordinance: Residential use& common driveway allowed in district and is in harmony with adiacent single family residential uses. G. Explain how the requested use will promote City planning objectives to the extent possible and will not adversely effect those objectives,defined in City master study plans(Open Space and Recreation Plan; Northampton State Hospital Rezoning Plan;and Downtown Northampton:Today,Tomorrow and the Future). Common driveway servicing 3 residential units will minimize impact on vegetation or environment while maintainina siainificant open soace and character settina of rural road Provides additional housinq stock(anticianted level of housinq is up-scale from average) 6 How will the project minimize traffic impacts on the streets and roads in the area? Low density a� residential use(3 units)will not impact adjacent streets. Where is the location of driveway openings in relation to traffic and adjacent streets? North Farms Road is located on outside of curve-sight distance is approximately 120'northerly&150'southerly. What features have been incorporated into the design to allow for: access by emergency vehicles: Max.6%slope(see profile),provide turnouts @ 300'intervals the safe and convenient arrangement of parking and loading spaces: N/A single family residential use provisions for persons with disabilities: N/A single family residential use C. How will the proposed use promote a harmonious relationship of structures and open spaces to: the natural landscape:Common driveway site to minimize length&disturbance&provide access to best suited house sites. to existing buildings: N/A area is wooded other community assets in the area: N/A Site is located in rural,low density populated residential area. D. What measures are being taken that show the use will not overload the City's resources,including: water supply and distribution system: On-site well to service each house site. sanitary sewage and storm water collection and treatment systems: On-site septic system to service each house. fire protection,streets and schools: Common driveway design for access,low density residential use will not impact streets or school systems. How will the proposed project mitigate any adverse impacts on the City's resources,as listed above'? Impacts to adjacent wetlands will be protected with erosion control barriers&replacement areas to be constructed in accordance with Conservation Commission. G. List the section(s)of the Zoning Ordinance that states what special regulations are required for the proposed project (flag lot,common drive,lot size averaging,etc.) Common Driveway-Section 6.12 How does the project meet the special requirements?(Use additional sheets if necessary) Common driveway design in accordance with zoninq regulations F. State how the project meets the following technical performance standards: 5 CITY OF NORTHAMPTON PLANNING BOARD APPLICATION FOR: COMMON DRIVE 1; Check e of ro ect ::.;:.;:.::.; :.:;::;.;:.; ` x> >< . ..... ........ 1NTERltiZFDIATE PRUJFCT Srte l?tan S,ccYUl Permit and`Sita]'ln 117AJOIZ PROD C7 Sltc X'isrn S:eel' 1 X'ermit end bite PlAn _: Z:. ..:... .1'crmit:is rcgticsfed udderc?nzng:Oxd>narce Section.. !� :> > >>f2 Pugc; AMOK:pnysway 3. Applicant's Name: Sweet Meadow Properties,LLC Go Arthur Pichette(Wright Builders) Address: 48 Bates Street Northampton, MA Telephone: 586-8287 4. Parcel Identification: Zoning Map# 2 Parcel# 1 Zoning District: RR w/WSP&WP Overlay Street Address: North Farms Road Florence,MA 01062 Property Recorded in the Registry of Deeds:County: Hampshire Book:2463 Page:65 5. Status of Applicant: Owner ; Contract Purchaser X Lessee Other, ;(explain) 6. .Property Owner: Charles W.DeRose Address: 677 North Farms Road Florence, MA 01062 Telephone: 586-2466 7. Describe Proposed NVork/Project: (Use additional sheets if necessary): Construct 1,130 ft.long common driveway in accordance with section 6.12 of the zoning bylaw. Has the following information been included in the application? Site/Plot Plan X List of requested waivers X Fee X Signed/Denied Zoning Permit Application X 8. Site Plan and Special Permit Approval Criteria.(If any permit criteria does not apply,explain why) Use additional sheets if necessary. Assistance for completing this information is available through the Office of Planning&Development. A. How will the requested use protect adjoining premises against seriously detrimental uses? Common driveway to be constructed on a 27 acre parcel which will be subdivided into three residential lots. Low density with siginificant buffers&open space will not impact similar surrounding uses. How will the project provide for: surface water drainage: Anticipated low run off volume will be allowed to flow along overland surfaces. Driveway to be constructed to have pervious(stone)surface.Culverts(sized for 100 Yr.)will accomodate stream&wetland cr ossings. sound use will not create adverse sound,si mificant lots ai sound and sight buffersrs 9� : will provide buffer&visual barriers,will not be visible from North Farms Road the preservation of views,light and air: Residential use for common driveway will not adverselv affect views,light or air quality. B. How will the requested use promote the convenience and safety of pedestrian movement within the site and on adjacent streets? Common driveway designed in accordance with zoning bylaws will provide access to the house sites. Driveway to be 16'wide w/turnouts. 4 NORTHERN WOODS North Farms Road Florence, MA CONTENTS OF APPLICATION -Cover Letter -Special Permit Applications for: Application for Common Driveway Application for project in WP & WSP overlay zone district w/Narratives Request for Waivers Application -Location Map -Denial Form & Zoning Application -100 Year Storm Drainage Calculations and Culvert Information (by Heritage Surveys, Inc.) -Site Plans (reduction) July 3, 2001 City of Northampton Planning Board City Hall Northampton, MA 01060 • LANDSCAPE ARCHITECTURE ENVIRONMENTAL DESIGN Re: Northern Woods COMMUNITY PLANNING North Farms Road ■ ■ ■ Florence, MA 158 NORTHAMPTON STREET E A S T H A M P T O N, MA 0 1 0 1 7 T E L 4 1 3 - S Z 7 - G 5 3 5 F A X 4 1 3 � 5 2 7 � G 3 8 9 Dear Planning Board, C A N O N L A e 1 A V A N E T.C OM Please find enclosed project applications for the above-mentioned project. The project developer is Sweet Meadow Properties, LLC in care of Arthur Pichette (Wright Builders). Sweet Meadow Properties, LLC is the contract purchaser and Charles W. DeRose is the current owner. The nature of the project is the subdivision of a 27.8-acre parcel of land into three residential lots. The lots will be in conformance with zone district and WSP zone district requirements. The new residences to be constructed on each of the three lots will be accessed by a common driveway designed in accordance with section 6,12 of the zoning bylaw. The lots areas range from 7.5 to 11.5 acres. The three new single-family residences have been sited to preserve the wooded areas, maintain privacy and capture potential views. In addition the parcel is located in the Water Supply Protection (WSP) and Watershed Protection (WP) overlay zone district. The proposed low-density use of the parcel will not adversely impact these overlay districts. This application is submitted under the following sections of the Zoning Ordinance: 1. Section 6,12 — Construction of a driveway to serve more than one residence, known as a common driveway. 2. Section 14.3 — Construction of drainage structures and filling for the common driveway in the Watershed Protection District (WP). 3. Section 16.7 — Excavation within five feet of the annual high groundwater table (assumed) in the Water Supply Protection District (WSP). Should you have any questions regarding this proposal and the information submitted please do not hesitate to contact this office. Sincerely, William A. Canon, Landscape Architect 10. Do any signs exist on the property'! YES NO X IF YES,describe size,type and location: i Are there any proposed changes to or additions of signs intended for the property? YES '� NO X IF YES,describe size, type and location: t I. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION. This column to be Iiued in by the Building Department EXISTING PROPOSED REQUIRED MY:: ZONING Lot Size 27.87 acres 80,000 S.F. Minimum 80,000 S.F.(WSP) ` Frontage 175' 175'Minimum 175'Minimum Setbacks Front 40' Minimum same same i Side L: 20' R• 20' L• R: Rear 50' Minimum Building Height 35' 35' 35' Building Square Footage N/A 3-4,000 S.F. each 15% Maximum % Open Space: poi area ,��;�� minus building&paved , �0'0/ Minimum Y. Minimum -/ �L parking #of Parking Spaces N/A N/A N/A i #of Loading Docks N/A N/A N/A Fill: (volume& location) N/A N/A N/A 12. Certification: 1 hereby certify that the infornlation contained herei a an accura o the best of my knowledge_ Date: 6/1/01 Applicant's Signature ,, _ Arthur Pichette NOTE: Issuance of a zoning pennit does not relieve an applicant's burden to comply with all zoning requirements and obtain all required permits from the Board of Health,Conservation Commission,Historic and Architectural Boards, Department of Public Forks and other applicable permit granting authorities. i 3 r 4 IL 201 NA PO 1. -,j y File No./// �L,,l:FE&G #RMIT APPLICATION (§10.2) Please ly ' or print all information and return this form to the Building Inspector's Office with the $10. filing fee (check or money order) payable to the City of Northampton Sweet Meadow Properties, LLC c/o/Arthur Pichette 1. Name of Applicant: Address: 48 Bates Street Northampton, MA 01060 Telephone: 586-8287 _ 2. Owner of Property: Charles W.DeRose Address: 677 North Farms Road Florence, MA 01062 Telephone: 586-2466 3. Status of Applicant: Owner Contract Purchaser X Lessee Other(explain) 4. Job Location: North Farms Road Florence,MA 01062 / Parcel Id: Zoning Map# 2 Parcel# 1 District(s): RR w/WSP Overlay In Elm Street District In Central Business District (TO BE FILLED IN BY THE BUILDING DEPARTMENT) , I 5. Existing Use of Structure/Property Open, wooded land I 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): Subdivided existing 27.87 acre parcel into three residential lots (lots&frontage will meet zoninq requirements). Access to lots will be provided by a common driveway in accordance with Section 6.12 of the zoning bylaw&special permit. 7. Attached Plans: Sketch Plan X Site Plan Engineered/Surveyed Plans 8. Has a Special Permit/VariancelFinding ever been issued for/on the site? NO X DON'T KNOW YES IF YES,date issued: IF YES: Was the permit recorded at the Registry of Deeds? I NO X DON'T KNOW YES IF YES: enter Book Page_ and/or Document# I 9. Docs the site contain a brook,body of water or wetlands? NO DON'T KNOW YES IF YES,has a permit been or need to be obtained from the Conservation Commission? Needs to he obtained X Obtained ,date issued: (Form Continues On Other Side) File#MP-2001-0148 APPLICANT/CONTACT PERSON SWEET MEADOW PROPERTIES,LLC ADDRESS/PHONE 48 BATES ST (413)586-8287 PROPERTY,. 4r_10'" _yS � Y THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FO FILLED OUT ee al Building Permit Filled out Fee Paid T_ypeof Construction: ACCESS TO LOTS PROVIDED BY COMMON DRIVEWAY New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included• Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION: Approved as presented/based on information presented. _L,�/Denied as presented: A S• Z —I`� A • S� Fob 4 oiP/�. E. , 2 — /C. pia/ W p Special Permit and/or Site Plan Required under: §C;,G -I2- — Q, `- Cefu,-V/t��/ PLANNING BOARD ZONING BOARD 6>11-,-4,1611 Received&Recorded at Registry of Deeds Proof Enclosed TA.6c.,C Finding Required under: § w/ZONING BOARD OF APPEALS C. SP Fob Received&Recorded at Registry of Deeds Proof Enclosed Variance Required under: § w/ZONING BOARD OF APPEALS Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability _Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation C6n ission Permit from CB Architecture Committee D D o Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. C) City of Northampton, Massachusetts Office of Planning and Development City Hall • 210 Main Street Northampton, MA 01060 • (413) 586-6950 FAX(413) 586-3726 • Community and Economic Development • Conservation •Historic Preservation • Planning Board •Zoning Board of Appeals • Northampton Parking Commission Q (� TO: Anthony Patillo, Building Inspector l� RE: Permit application tiv FROM: Board Secretary/ PD DEPTOFBUILDINGINSPECTIONS Angell. Dion, Nil 01060 DATE: :J1 MAP /61 aDO/ a , P Would you please review and return the .Vr 0. l OrK�ra�.'t CJC�'7r �enclosed a pp lication _ before t Planni g Boar oning Board of Appeals meeting scheduled for so that we can advise the Boards of any concerns you may have. Thank you. E. The proposed use will not adversely affect the existing or potential quality and quantity of water in the Water Supply Protection District because it will be recharged on the site and directed as shown in the driveway plans. F. Provisions to control soil erosion& sedimentation have been made through the design and construction of swales, check dams and settling basins along the driveway and DEP stormwater rules have been met. 2 ATTACHMENT A Section 6.12 1. The common driveway will not service more than three (3) lots, 2. The common driveway will provide the only vehicular egress/access to the lots being serviced by it, and shall be so stated in the deeds to the subject lots, 3. The grade, length and location of the common driveway will provide access and turn-around of the number and types of vehicles, including moving vans, ambulances, fire and police, which will be utilizing such driveway and the driveway: A. will have a width of a least fifteen (15) feet, and B. will have passing turnouts providing a total width of at least 20 feet along a distance of at least 25 feet, spaced with no more than 300 feet between turnouts, and with the first such passing turnout being located within ten feet of the driveway connection to the street, and C. must meet the prior approval of the DPW and the Fire Department, and D. shall conform to all other driveway requirements of the Zoning Ordinance. Section 16.7 A. The proposed use will promote the purposes of the Water Supply Protection District, because ground water will be recharged and densities are lower than minimum allowed. B. The proposed use is appropriate to the natural topography, soils and other characteristics of the site to be developed because three lots are proposed on 27 acres, which is lower than density is allowed; C. The proposed use has suitable soil for on-lot sewerage and water systems because the project has approval from the Board of Health for on-site septic; D. The project will not, during construction or thereafter, have an adverse environmental impact on groundwater resources in the district because the applicant has shown that no household contaminates will be stored so as to be in contact with high groundwater. 1 Planning Board - Decision City of Northampton File No.: PL-2002-0002 Date:August 8, 2001 Pursuant to Massachusetts General Laws(MGL),Chapter 40A,Section 11,no Special Permit with Site Plan Approval,or any extension,modification or renewal thereof,shall take effect until a copy of the decision bearing the certification of the City Clerk that twenty days have elapsed after the decision has been filed,or if such an appeal has been filed that it has been dismissed or denied,is recorded in the Hampshire County registry of Deeds or Land Court,as applicable and indexed under the name of the owner of record or is recorded and noted on the owner's certificate of title.The fee for such recording or registering shall be paid by the owner or applicant.It is the owner or applicant's responsibility to pick up the certified decision from the City Clerk and record it at the Registry of Deeds. The Northampton Planning Board hereby certifies that a Special Permit with Site Plan Approval has been GRANTED and that copies of this decision and all plans referred to in it have been filed with the Planning Board and the City Clerk. Pursuant to Massachusetts General Laws,Chapter 40A,Section 15,notice is hereby given that this decision is filed with the Northampton City Clerk on the date below. If anyone wishes to appeal this action,an appeal must be filed pursuant to MGL Chapter 40A,Section 17,with the Hampshire County Superior Court or the Northampton District Court and notice of said appeal filed with the City Clerk within twenty days(20) of the date of that this decision was filed with the City Clerk. Applicant: Sweet Meadow Properties,LLC—North Farms Road DECISION DATE: July 26,2001 DECISION FILED WITH THE CITY CLERK: August 8, 2001 f .c r Certificate of Service Pursuant to M.G.L.Chapter 40A,Section 11,I,Angela Dion,Board Secretary,hereby certify that I caused copies of this Decision to be mailed,postage-prepaid,to the applicant and owner on August 8,2001. KI__ "7 6�( Planning Board - Decision City of Northampton File No.: PL-2002-0002 Date: August 8, 2001 7. "Site Details,North Farms Road, Northampton, Massachusetts, Sheet No.L-106,prepared by William A. Canon, dated July 3, 2001. In Granting the Special Permits, the Planning Board found: A. The requested use for a common driveway in a WP District and three residential lots in a WSP District protects adjoining premises against seriously detrimental uses because the project is in context with the surrounding rural neighborhood. The low density with significant buffers&open space will not impact similar surrounding uses. In addition,the applicant has made adequate provisions for surface water drainage as depicted on plans and information submitted with the Special Permit application. B. The requested use will promote the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets,minimize traffic impacts on the streets and roads in the area because no significant additional traffic is anticipated. C. The requested use will promote a harmonious relationship of structures and open space to the natural landscape, existing buildings and other community assests in the area because the buildings are sited for privacy and setbacks from the road. D. The proposed use will not overlaod the City's resources,including the City's water supply and distribution system,sanitary and storm sewage collection and treatment systems,fire protection,streets and schools because there will be a on-site well and septics to service each house site.In addition, the impacts to the adjacent wetlands will be protected with erosion control barriers&replacement areas to be constructed in accordance with the Conservation Commission. All stormwater will be handled on site. E. The requested use meets the special regulations set forth in the Zoning Ordinance as listed in Sections 6.12, 14.0&16.0(See Attachment A). F. The requested use bears a positive relationship to the public convenience or welfare because the lot sizes and use are in confomance with zoning district and WSP overlay district requirements and WP overlay district requirements. The use will not unduly impair the integrity of character of the district or adjoining zones,nor be detrimental to the health,morals,or general welfare and the use shall be in harmony with the general purpose and intent of the Ordinance. G. The requested use will promote City planning to the extent possible and will not adversely effect those objectives,as defined in City master or study plans adopted under M.G.L. Chapter 41, Section 81-C and D because the proposed project is very low density which is in character with rural residential setting of the area and zoning district. The project maintains the character of a wooded open space. In addition,the common driveway will be constructed in accordance with requirements set forth by the Conservation Commission. In addition,in reviewing the Site Plan submitted with the application, the Planning Board found that the application complied with the following technical performance standards: 1. Curb cuts are minimized by the use of a common drive for three lots. The Planning Board voted 5:1 to Grant the waivers as requested in the application. COULD NOT DEROGATE BECAUSE: FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 71512001 711912001 81912001 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: 7/12/2001 91912001 712612001 712612001 812812001 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE: 7/12/2001 712612001 7/26/2001 81812001 SECOND ADVERTISING DATE: HEARING TIME: VOTING DEADLINE: DECISION DEADLINE: 711912001 9:15 PM 12/8/2001 121812001 MEMBERS PRESENT: VOTE: Anne Romano votes to Grant Julie Hooks Davis votes to Grant George Kohout votes to Abstain Keith Wilson votes to Grant Daniel Yacuzzo votes to Grant Kenneth Jodrie votes to Grant MOTION MADE BY: SECONDED BY: VOTE COUNT: DECISION: Kenneth Jodrie Keith Wilson 1-5 Approved with Conditions MINUTES OF MEETING: Minutes are available in the Office of Planning&Development. GeoTMS®1998 Des Lauriers&Associates,Inc. Planning Board - Decision �,` r-- City of Northampton File No.: PL-2002-0002 �np� Date: August 8, 2001 APPLICATION TYPE: SUBMISSION DATE: PB Interm. Site Plan&Special Permi 71612001 INSPECTIONS Applicant's Name: Owner's Name: ;r N.MA 0 60 s Name: NAME: NAME: COMPANY NAME: Wright Builders DEROSE CHARLES W&LEILA K ADDRESS: ADDRESS: ADDRESS: 48 Bates St 677 NORTH FARMS RD TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: NORTHAMPTON MA 01060 FLORENCE MA 01062 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: (413)586-8287 (413)587-9276 EMAIL ADDRESS: EMAIL ADDRESS: EMAIL ADDRESS: Site Information: STREET NO.: SITE ZONING: k;o 8tH FARMS RD ' ` RR/WSP/WP TOWN: SECTION OF BYLAW: NORTHAMPTON MA 01060 MAP LQT: MAP DATE: ACTION TAKEN: .x ( I Approved With Conditions NATURE OF PROPOSED WORK: r . � _--op driveway and subdivision of 27.$4 parcel into 3 Tats to conform to lot area requirerhenis for WP and CONDITION OF APPROVAL: 1.Because of the length of this driveway,addresses for each home must be clearly marked on a sign on North Farms Road. 2.Prior to issuance of a building permit, the applicant must submit an approval letter from the Board of Health showing that the septic systems meets Title V. 3.Prior to issuance of a building permit a copy of the deed restriction for driveway maintenance and maintenance of the stormwater control facilities shall be submitted to the Office of Planning& Development. This recordable deed shall indicate that all maintenance is to be performed by the property owners and the stormwater management facilities shall be inspected and maintained annually. 4.All storage of household hazardous materials must be stored in accordance with§16.0 of the Zoning Ordinance,and items in the basement must be stored so they do not come in contact with ground water. FINDINGS: The Planning Board GRANTED the Special Permits with Site Plan Approval based on the following plans: 1. "General Site Plan&Sheet Key,Notes, Graphic Key&Design Criteria,Northern Woods,North Farms Road,Northampton, Massachusetts"Sheet No.L-100,prepared by William A. Canon,dated July 3,2001. 2. "Common Driveway, Site Plan Layout/Grading,Northern Woods,North Farms Road,Northampton,Massachusetts, Sheet No.L-101, prepared by William A. Canon, dated July 3,2001. 3. "Common Driveway/Site Plan Layout/Grading,Northern Woods, North Farms Road,Northampton, Massachusetts,Sheet No.L-102, prepared by William A. Canon,dated July 3,2001. 4. "Common Drive/Profile,Northern Woods,North Farms Road,Northampton,Massachusetts,Sheet No.L-103,prepared by William A. Canon, dated July 3, 2001. 5. "Wetlands Crossing No. 1:Plan&Details,North Farms Road,Northampton,Massachusetts, Sheet No.L-104,prepared by William A. Canon, dated July 3,2001. 6. "Wetland Crossing No. 2:Plan&Details,North Farms Road,Northampton, Massachusetts, Sheet No.L-105,prepared by William A. Canon, dated July 3, 2001. GeoTMS®1998 Des Lauriers&Associates,Inc. CP - '= im ciatgr 00 CITY OF NORTHAMPTON, MASSACUSETTS DEPARTMENT OF PUBLIC WORKV� ! 125 LOCUST STREET ' NORTHAMPTON, MA 01060 [N�p .IIIltit 413-587-1570 FAX 413-587-1576 - -- George Andrikidis, P.E. D Director, City Engineer SEID 1 9 2001 Guilford B. Mooring, P.E. Assistant Director of Public Works DEPT OF BUILDING INSPECTIONS ASSIGNMENT OF HOUSE NUMBER(S) Nq!?.TR�IAPTON,V� 01060 Street: Nom Farms Road House Number: Parcel#1=#650 North Farms Road Parcel #2=#668 North Farms Road Parcel 93=# 680 North Farms Road Date: September 17, 2001 Remarks: Parcels from a plan: NORTHERN WOODS- A Residential Development, NORTH FARMS ROAD Northampton, Massachusetts By : Heritage Surveys, Inc. Southampton, Ma. Date: 5/31/01 Requested by applicant. Ned Huntley Assistant City Engineer cc: Guilford Mooring Registrar of Voters Ann Marie Schauer Tax Collector Water Dept. Massachusetts Electric Sewer Dept. Verizon Telephone Streets Division AT&T Broadband Inspectors Bay State Gas Assessors Post Office Police Dept. Fire Department Public Safety Applicant: Yudi Miller—Wright Builders, 48 Bates Street,Northampton, Ma. 01060 EA-Iouse Numbers\North Farms Road