Loading...
HomeMy WebLinkAboutNoble Hill Sub-Division Plan 10112002INDEX TO SHEETS SHEET COVER SHEET BOUNDARY SURVEY 1OF 4 LOT, LAYOUT 2 OF 4 LOT DEVELOPMENT 3 OF 4 E&S, DETAILS, MISC. 4 OF 4 SupplimenGuv SiyhUine Detail Sheet I of 1 i*zivEr..6 'H rN] J..G j9ir/i J3 r i?t'rtsi e.. V 0 W, Mildred Ewer James E.Fl5her Jean and mance Sage J Noble 0111 rao0 Location Mp lr '800' Bruce and MaryJo LaVigne owlet IV1510N5 faclirq Cove brook 1.-effirq140 Foad NOTE5 I. Noble Hili Road Dight -of --Way exceeds fifty feet. 2. The property 15 located in Zone RA 120. The following criteria have been met or exceeded in all ca5e5, Criteria Required Provided Lot Area 120,000 5F 120,000+ Frontage 200 Feet 200 Feet Front Yard 60 Feet FO Feet 5ide Yard 25 Feet 25 Feet Dear Yard C0 Feet CO Feet 3. No Engineered 5eptic 5y5tem5 are required. 4. On-5ite We115 required. 5. All driveway aprons to be paved for the first 20 Feet and in all areae in excess of I Q% 51ope. G. Wetlarid flagged by Don Fortunato of Soil and Environmental Services and located by field survey. 7. All areas disturbed Shall be immediately foamed and Seeded. and mulched to minimize erosion. 5. All utilitie5 to each lot will be placed within 5 feet of all proposed driveways. 9.. Monuments to be Set at all front corners as Shown. 10. Contours Taken from reference reap and are noted a5 "5 Foot con our intervals based on U.5.C G.5. Datum" MAP KEFEKENCE5 I . "Map of property of Edward J. Novakow5ki 5howing Prerri15e5 Conveyed 5ub5equent to Sept. 1 5, 1902 Including Premises to be Conveyed to Tri -J, Inc. or Harry Johnson, Towns of Montville * f3ozrah, Conn., Scale I "= 100" Chandler, Palmer and King, March 24, 1975, Norwich, CT" pr by h vibe PlanNjojnd n:ng Corgi 55ton Date, IPa t ar rt r. echnicfue a precrtbed by law have been considered to dev lopment of this plan. Date of Completion of all work. LINE TAB E LLNE, OUR EE L P LaEii Iron pipe DOTES: I , Each lot has been approved for the installation of an on-5ite Septic 5y,5tem, by the, UnCa5 health District pursuant to letter Dated October 3 1, 200 1 . 2. The Inland Wetlanc;15COMM155ion of the Town of Montville cyanted a permit for this activity, 03 64 t, - Ville lanninand onin(3, OMM155ion Date 1 9a r7 nn rgy T'CCfini pe'55 Z15 c-ril:?64 by law have, been con5ldered opment, of thi!5plan, Completion of all work. certify that the delineation of the wetland5 a5 portrayed on the plan 15 correct ortunato (C55 #2275) Bruce and MaryJo LaVicjne Fowler Tf-5T hOLE DATA (Unca51lealth Dj5trict- Dave Coucjhfin, Date of Te5-t-inq June, 15, 2001 Lot TH# Deeth. De 5G. I 041-GII G"-23" 5ub5o11 23"-57' Med. to CoarF>e Gre-X 5d,t 5and 2 011-511 J 50tl 5"-37" 5ub5od 57"-72" Grey Med. 51ty 5and 72"-90 Gravel 1 3 OR - lilt im—(Al 1 1 `-43" 5ub5od 43"-52" Med. Compact Grey 5d 5and 1 4 011-811 iee-5c-111 V-53" 5ub5od 53"-G7' Grey 5,if. G7"-54" Grey Med. to Coarse 51ty 5and Mottlinq @ 53" Percolation Rate Lot I — 5.71 M nute5 Per Inch 2 1 OH -511 Top5od 8"-20" 5ub5od 20"-64" Gravel 2 2 011 -GO Toj?5od G"-2 I" 5ub5od 21 `-5 1' Med. Grey 5and, Some Gravel 2 3 011-71( 5od 7"-43" 5ub5o11 43"-52" Grey Compact 5!y 5and 2 4 011-GII T© SC311 G'-22" 5ub5od 2211-89" GLey Compact 51ty 5and Percolation Pate Lot 2 = 5.23 Mtnute,5 Per Inch 3 1 011- 1 Gt To Sot1 1 G"-32" 5ub5od 32`1-5 1 11 Med. Compact 5dty 5and Water 50 3 2 .711 T-4-0 5ub5o 4- "-'75" d Grey Compact 511y 5and 3 3 0"-811 TOP5011 8"-32 5u b:5oil 32"-b I" Compact Very 51ty 5and (Damp} 3 4 0It-aff 9"-34" 5ub5oil 3*1-70 Compact Silty 5and Percolation Rate Lot 3 = 5.14 Minute,5 Per Inch it -Gil41'1O E!5011 G" -3G" 5vb5o11 3G"-77" Damp 51t5and Mottlinei jq_ _5 1_" 4 2 0"-10" Top5o(I I0" -GO" 5ub5oll W-80 Mccl. to Coarse 5and with Some Gra 4 3 01f-911 12E2011 9'-40' 5ub5od 40'-82" Damp 51t5and. 4 4 011-11.4 1 1 "-43" Y. 5ub5od 43"-64" Damp 51ty 5and mottling SU, water at 55" Percolation Kate Lot 4 7.20 Mtnute5 Per Inch Ex*tinq K651dence Y-7" rill 7"-10" T 10"-29" 5ub5oil 29"-72" Grey 5i1ty 5and w/5ome Gravel Percolation Rate Exi5tinq Rendonc,(,,= 12.4 Minutes per In 1. A $2,000.00 Erosion and 5adiment Control Bond shall be required prior 1551Jance, of a zonm,g permit for the, dewelopmcrit of e,Ch lot. 2. The developer of Lot5 G 1 /001-001 and G 1 /041 -QO2 Shall, in conjunctic the 155UanOC of a zoning permit for each lot, Submit for approval a Site devd, plan for 5urh lot prepared by a Profe55ional Enginaer. w THIS SURVEY THf DF,57' OF CORRecr EXIC David A. Kjnej,.,?R NOT VALID W 0 5LIRVEYANO TO 5 5U55TANTIALLY Land Date: October 1 1, 2002 Plan of Noble, Hill 5ubdivi51an Ex15tinq Topography and Proposed DE5CRIPTION 13Y r for Lot DE'.VelOEt"11f'.nt REV1510N5 SKEET NUMBER 3 Of H A. PROJECT NARRATIVE - Noble Hill Subdivision THE ECT IS A RESIDENTIAL SMWWON =51"= INGO= AND 3 LOTS TO BE NCWW WILM IN W4E (1) PHASF- ALL LOTS HILL THE TOTAL PARCEL AREA IS 15k ACRES THERE IS NO FILLING OF 94LAND WETLANDS ASSOCIATED WITH THIS APPLICATION OR VffH THE FUTURE HOME CONSTRUCTION ON THE 3 LOTS. iDCAVA OF THE PROJECT IS LOCATED ON THE NORTH SIDE OF NOBLE HILL ROAD ffiwz9L_Qwhm MCHARO ARCHAMBAULT 141 NOM HILL ROAD OAKD" CT A-2 MAPS AND SURVEYS 231 OLD COLCHESM ROAD dONNtCTIC . V , r, 063-75 1QwR_9QHw INLAND WV MDS ONING ENFORODAENT OFFICER T N F7mOFfic - .4 two ww Of 860-848 8540 NO MAJOR RCAD CONSTRUCTION OR M01FICATION IS INVOLVED IN THIS PROJECT - MEN - TATION Ahk E06SIO . N ; ROL BE ON A LOTSINCEStOr66WOLL By LOT "I$ THROUGH OUT 1 t PkUK jkt FOLLOWING CONSTRUCTION SEQQ84CE WILL APPLY. IbE . . . . . . . . . . . . . . . . . . . .............. 1. EQUIPMENT MOBILIZATION 2. INSTALLATION OF TEMPORARY EROSION AND SMME14T C"OLS- 3, CLEARING AND GRUBBING OF THE BUILDING ARVAS 4. INST&LATION OF E&S M. M-URM. 5, ROUGH AND FINE GRADING OF DRIVEWAYS. 6. WALLATION OF CONSTRUCTK)N ENTRANCE. 7. FINE CWING, TOPS01UNG, SEEPING AND MULCHING OF 44. SLOPES AND ALL DISTURErED AREM. E"AL OF TEMPORMY EROSION AND SEDIMENT CONTROLS W" STMILIj;kl OF ALL DIMMED AIRWAS, 8 CONTMENCY PLAN T§ So A ' E THET Ettr&'3e THE a or F5AN OR SHALL AT TWES KEEP A SUFFICIENT MOUNT OF FILTER Fill, RT RNOZ AND tjR =g ON THE P"t0T SM TO 000koi. 0 OR SQIW_ 1 ]PROSIX.S IN THE Ww Of A 01ho"M THEEROSIONAN0E.WA . m mmPt "P STAMU E PROBLEM CWAJN A& 0 TREN N01IFY THE TOWN OF 64WLLE, c. EROSION AND SEDIMENT CONTROL THE CONTRWFOR SHALL BE RESPONSIBLE FOR IMPLEMMATION OF THE CROSION AND SWMENT COt4TROL PLAN FOR THE PROJECT. THE MINIMUM STANDARDS FOR ALL EROSION AND SEDIMENT CONIROL MM-URES V, W imSHALLOETHO!E OU I NE ammW -1) IN THE Od .1 M, UA& Wp SEDIMENT ONTRw. I . . . 10 . TFAT IRW.540N. ALTEWLA MMSUR§, MEWDS MW8, AND ltdMiWd MAY k ALWWED WON 114E PRIOR APPROVAL O TWt &jjNdA AND` THE TOWN OF MONVALLE, 1, GENERAL GUIDELINES: No coNSTRUCTI(M ACW" SHALL TAKE PLACE WITHIN AREAS DESIGMTED AS INLAND WETLANDS WATERCOURSES OR FLOODPLAINS, OR WITHIN STRW 6109NILL 046110ACHMENT LINES WfTHOUT ALL REQUIRED APPROVALS AND/09 0ERM11S. b). TWIPORW EROSION r SCF -_I) CONTROLS SHALL BE INgrALLED PRIOR VRU n ' ME T TO THE START OF CO ON ALL MWN AND StPIM99 CO"QLS SHALL 05 MAINTAINED CQ11TWIVOUSLY AND SRAU NOT BE kP-mom U0LALL DISTURBED AAW HAVE BEEN STAMLIZED. THE CONTRACTOR SKALL LIMIT THE DISTURBANCE OF L - AND TO THOSE ARWSHOWNONTHEDRAWANGSANDS14ALLTAXt9E.-ASO-RASM WE To PROTtCT AN6 P 61 EXW*G VEOET00N WITH . IN THE LI . M . IM OF DISTURBANCE WHERE PlIBLE. W N URDED AREAS. BE ADEQUATE PROVISIONS SHALL BE TAKEN TO PROTECT ALL EXPOSED CUT AND FILL SLOPES MOM 9URFACt Wknk FLOW DAWE. ALL mATERW, FROM C"ING AND 9RUSSING OPERATIONS SHALL BE DISPOSED OF IN M- 04AYED AREAS ONLY. h). WATER FROM DEWATERING OPERATIONS SHALL NOT BE DISCHARGED DIRECTLY TO ANY WETLMD OR WATERCOUA% SUCH WASER SHALL BE DISCHARGED TO AN APOROVED SWIj iZNT 60N AND, OR MdER FA&V OR TO A STORM DRAINAGE SYSTW WHEN APPRMO- NO WA, -ER F'#OM DEWAIVM &EMTONS SHALL SE DISCHAROED kfO A -SANITARY SCM SYSTEM. I). THE STORAGE, wASHING, FUELING. ANO MAKMNANCt: OF EQUIPMENT AND VEJOCLES SNALL TAKE PLACE IN DESIGNAM ARDS ONLY IN THE MW 1 0- OR SH WO00NM.. T Nd' OF A CONTAMMANT OILL T)4.E C"Tay ITIFY WMICALTHEKPAROFL".OkMkWAL PIL ARD Q SPILL I)EkKWENT (860--6"-J4*, AND THE TOWN OF MONTVILLE, 2. VEGETATIVE MEASURES a.) TEMPORW( VEGETATIVE COVER INSTALLATION REQUIREMENTS SfTE PREPARATION I.) GRADE AS NEEDED AND FEASPE TQ PERMIT 7W', US.E QF EQUIPMENT FOR d A 0, MULCH APP1,10kTION AND &(t LCH ANEEV, ED P ZPARATION $a. .10. ALL GW140 Lb 'BE DONE IN AC WITH THE REOVIR15160ft'FOR ii.) INSTALL NK -DED ENOStON CONTROL MEASURES SUCH AS DNERSIONS. GRADES`TW0ZMWN STRUdWES, kdiltNT AND GWWD WATtkWAYS- SEEDBED PREPARATION I.) APPLY LIMESTONE AND FEARTILIZM ACCORD040 TO SOIL TEST RECOMMU4,0_67IONS MITY OF SCIII. Tt"NGSUCHASTIMEOfttMByTHECONNEt 0: AVAILALABORATORY $;?jL. t MAILERS AA SLE *0 fHE LOM c&w.iq"m EXIUS-10-N SOM''C''E, OFFICt, IF SOIL TMTIN0 IS NOT FEASOOLF, ON R PE A;PP T AAE ENT P TOt§LAC FEETXME WY, CLAY -LOAM. 3 135 AND KOH OROANIC SOIL SANDY LOAM. LOAM, 2 90 SILT LOAM LOAMY SAND. SAND 1 45 REFER To couNN SOIL REPORT FOR SOIL TEXTURES AT THE SRE- SEEDING I,) ANNUAL RYE GRASS 80 LOS/ACRE, 2 LBS/100 Sf ii.) WHERE THE SOIL RAS BE04 COMPACUD BY C05TRUCTION OPERATION% LOOSEN THE SOIL TO A DEFtH OF TWO (2) IN6HFS 8660C APPLYING Ft"UtER UME AND SEED. ill.) APPLY SEED UNIFORMLY BY HAND.., CYC.L.DNE SEEDER, DWLL, CULTIPACKER TYPE SEE61ER 6 HY&ROSItOER. HYDRMEDINGS WHICH ka-11a MULCH, MAY BE LfPt ON SOIL $0 SEEDING kkItS MUST BE 1KNEAS ED By 10 PERCENT wrN wDiWS&DING, spRiNG SEfj)INGS- USVALLY GM THE B EW OF ALS.PRINQ 5 INQS L C .0 . MMENOX LATE SUMMSEtOLEOUMESIsRFD., HOW'MR, N PRIOR TOER =f WiiFN CROVM It ittOMIN LATE SUMMER, AT LIEMA T 35 PgkENT OV 1K, SEED SHOULD 6E HAI O §&b (UNWARIFIta)- THE FMCOMMEN66 SEWNG 6AM-. ARE: Q.1i THROUGH JUNE 15 1 THROUGH 00room 1 j. W. vco TH15 INFORMA T1 ACCEFTE9 PRACTICE FOR qD (ON ANO ERC)310N A IT APPLIE5 TO IN.- PMFNT. David A. Kin nd Land 5urveyor NOT- VALID V0 P-"- IGNATURf) b.) PERMANENT VEOLTATIVE COVER INSTALLATION REWIREMEN7S waxiATiON REQUIREMENTS 1.) THE HEIGHT OF THE SWJER SHALL NOT EXCEED 36 INCHES. (MMER SAMIERS SITE PREPARATION MAY WPOWD VOL I THE FILURIUMIESOFWkTERSUFFIC. NT TO CAUSE FA WRO. FENM SHALL BE PL#Zb 1-0 kd'AWAY F tOE OF SLOPES I.) GRADE AS NEEDED AND FIEMME TO PERMIT THE USE OF WWWWNAL SkEOM" WROk SHOWN ON THE DRAWINGS ORVECAL. e000mw rb.0 PWPARATYIW..'94DING MULCH APPUCATION A -NO ANCH01" AND MW11WJCC ALL 0WIW & BE BE DONE IN ACCORDANCE 11j.) WHEN JPINTS ARE NECCSSW, 114TER FABRIC ROLL ENDS SHALL BE SPLICED ON THE 916 6k&bg 060 GWINO. A AT A SUOPW' POST IN CONFORIA"E W(M THE MAN SEEDBED PREPARATION W.) POSTS SHALL BE SPACED A MAXIMUM Of- 10 FEIFT APART AND DRIVtN SECURELY L) APPLY LIMESTONE ANDFERTILIZER A00ORD4NG TO SOIL TESTS SUCH AS T440SE INTO THt &OUN0 A MINIMUM DCOH OF 12 INCHES. OFFMO OY THE UNIVERSITY OF CONNECtic-UT WL TMAO LABORATORY. SOIL SAMPLE MA%ERS ARE AVAILABLE F -90M THE LOCAL CWWtK WHEN STANDARD MQ*TH FILTER FABRIC IS US% A WIR9,MESH SUPPORT m, NO" SCRO'CE OFME. IF SOIL UVIN10 IS N& fWl" ON SMALL OR FENCE 4';HAtL M FAStkrtl) SE"CLOCLY 10 THE UPSLOPE StM OF T14E POSTS USM HEAVY WTY WK AT LEAST I INCH LONG TIE WIRES 'DRSit$ OR ATViq4A *M9E TIMINO IS CROn qRM10tit MAY K' 00LIO W 300 P0 .6 P6UN 5§ ftTHEUN, PER ACRE OR b R 1,066 FEET MINH60 'AwidS. THE WW SHALL OCOD ..INTO A 1114#1 A I ! I" OF 2 INCHES U.SiW 10-10-10 OR WVALtNT. Ik AD M..N S b PW40S i* 3:61---o'-.6 PER MAY AND SHALL NOT bdbib iiik N 38 INCHES mmyVE THE OwIWL GROUND SURFACE, ACRE OR EQUIVALENT Of SLOW KLEW ".56b W USED " TIOPORESMING. APPLY GROUND LIMESIONE (EQUNAUWt TO 50 kRdi* 0AIMN,PLVS MA61611UM OXIDO AS FOMOWS- A.) THE STAND RD STRENGTH FILTER FABRIC SKAU BE STAPLED, WIRED OR TIEDA TO THE WIRE FENCf- AND 8 INCHES OF THE FABRIC SHALL. K WENDED mLmV3L M§Z& INTO THE ilkNOH. CLAY, CLAY -LOAM. 4 ISO vg.) WHEN EXTIiA STRERM FILTER FARRIC OR BURLAP AND CLO$Efl POST SPACINGWUSM, THE WW MESH SUPPM FENCE MAY BE WMINAItD, AND HIGH ORGMIC SOL SANIYY LOAM. LOAM 3 135 vii.) I THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED DIER THE SILT LOAM nLym rAgm. LOAMY SAND, SAO 2 90 MAINTENANCE REFER TO COUNTY SOIL REPORT FOR SOIL TWUM AT THE SITE. I.) INSPECTION SHAL.L 19E MADE AFTIER EACH STOW MW AND PERIODICA11Y DURING PWLONGW RAIWAI.L. RVAIR Oft REPLACEMENT SHALL BE MADE fl.) WORK LIME AND FERTIU20k WO T14E S011, AS NEARLY AS PRACTICAL TO A DEPTH AS REQUIRM. OF 4 #1C -HES WITH A bftl SPOW TOOT'H HARROW OR OTHM 1 kAw CQUIPM W1. b THE FINAL HARROWING OR Mseft OPEAhm-N SHOUW K TH.r 000k IL) ACCUMULATED SEDIMEW W41ND THE FAMC SMALL K RVAQVIED WHEN rf KACHIES 1/2 OF Tm_ H1561t OF THE OARRIEWCom. we Tii. UOL A 9000. "i Y U*, FINE $EEDKI) IS ALL OUT CLAY 69 so" I E tANOS tHWW IiEROLLMTOFIRMTHEk6kbLE. GRADING ill.) REMOVt FIR I OM THE SURFACE ALL SM. ES T*V INCHES OR LARMR IN ANY biwN. ROME ALL Im", DEMS SUCH AS WW. ICAaE, TREE ROOTS. I.) ALL GRADED OR DISTUWJW ARfM INCLUDING SLOKS UtALL BE PROT=EO OVIRING U Oft 01HM UNWhA611 MATERIAI_ W.W CONTROLCLEARINGANDCWMWMIN C DANCE WIT`H THE APPROVED SMYAREPERMAICHTLYtMOIL110. PLAN UNTIL THE IV.) IN CrDBED IF TRAFFIC HAS 415ft IM SOIL Aff MORE SEWING. CZEPqA THE MUST BE kfiL= AND MMtD AS ABOVE. ii.) AREAS TO RE FILLED, - SK441 BE CLEAM GRUBBED AND STRIPIPED OF TOPSOIL TO REMOVE TRMS. ROOM OR 61 IE6t MATEAW_ SEEDING OATIES ill.) ALL FILLS SR41 BE COMPAM.0 AS RM DUCE EROSION. SLIPPAMVREDToRt I.) NO 1ASp"' S 'E "G USt L`Ly StftEMtNI% S El& OR OTHER RdAD PROBLEMS, U 'P' R Lo 0 R ToDiP. I. FN iv.) A AL $HALL BE ROCKS. LOOS, STUMPS. FILL M.W.R1 FREE OF W&W.. RUMM BUILOW4 OMS AND OTWR 0840TIONA" MATERkS. A ER. ATSUM U tWIFI 0). THE tNMCOMMEN v.) FROM MATERIAL OR SOFT. MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL APRIL 15 THROUGH JUNE `15 NOT BE Jib D INTO FUS. AUWST 1.5 THROUGH WPTWBER 15 yi,) FILL SHALL NOT K PLACED ON A FROZEN FOONDATION. WITH THE fD(CWWN OF CROWN VETCH THE FINAL SEEDING DATE MAY BE00INDED15DAYSINTHEbOWtALiOFNEWLOWN, MIDDLIESU, YR.) TOPSOILING SfVkLL BE ACCOMPLISHO IN ACCOR I DANCE WITH THE REQUIREMENTS FOR k* fWiN, AND FAIRFIELD Cwh1its. TOPSOIUNG. vig.) ALL OWED AREAS SKALA. BE PERIAMENTLY' STABILIZED 11AMEDIATtLY FOLLOWING SEEDING FINISHED GRADING OPERAMONS. I.) UNLESS OTHERWISE SPEMED. THE SEW MIXTURE SHALL BE AS FOLLOWS: KENTUCXY BLUEGRASS 20 LO/ACRE .45 W.11,000 d.) TOPSNUNG Rm 0MUE 20 1" .46 LO/1,00 SF kywk§§ 5 LB-/ACR'E .10 Lghwb If MATERIALS TOTAL, 46 LB/ACRE 1.00 LB/1,00D SF AN INVESTIGATION $HAl.,L BE MADE 70 DlRMINE IF THERE I$ A SUFFICIENT OIUANTI & T.O.-PS(' K OF 0000 QUALITY ON THE SITE TO JUSTIFY STRIPPIN0. HIGH QUA1jtY SOL 10AM. 3M.Of LO %LT LW, TOP SHALL BE 004 AND LIDAMY M I!.) APPLY $EEO UNIFORMLY BY HAND, =LONE SWOCIR. M.U_ CULTIPACKM TWE MI. q4bY CLAY WAM CLAY i446 br WL WTH H.W 094ANIC CONTEW ITSEW" 09 wDR0%T11.D15R- WAWL smoma DEPTH IS 00M 1/4 10 1/2 INCH. WlRbOSECOIN" W"CH ARE MULCHO WAY R LEFT ON SOIL SURFACE. AMI TESTING. Ta OF4ky'Be Poutt SVai .. SHALL Re F STUMP% AN $ RM01. X 1:6. it SHALL bk EVWX'116C OF 00W AM TO S RT Hm" IT SHALL CONTAIN NO SUAMa THAT IS Ill.) WfiXRE FEWOLF- EXCEPT WHERE, EITHER A CULTIPACKER TYPE SEEDER OR TdXIC TO PLANT'WOM. HYDROSEC,aA SM Sf0f SHOULD BE (10140 FOLLOWM SWE'DINGItU17ifa Okkkf" WITH A OR UWT BRAG, SMW10-0Pf*T1ONS SH6ULD BE ALL T(ML SHALL BE TE .400NIZED LABORATORY TO OMRMINE THESTEDBYARF ANDONTHECONTOUR. ftAnS OF L#& ly.) FROST CRAO( $EEDING MUST BE DONE IN LATE WIN - T - ER OR EARLY SPRING- I - 1AW WITHWFATHt4 (W OWS AND Tl' NO DAYSDiTONSAREFhEEZINGN 06TALLATION REQUIREMENTS SU6kk ES MW BE IkCkWb 10 PERC04TLMLEORWSkOWCbm. StdINGAAI ' L BE CONFINED TO THE IMMEDIATE CONSTRUCTIONSTRIPIPMOFT*PSOIL S .RAL AREk THE DEFM Of RIEWIVAL MAY VERY DEIVONG ON TK SnE, 0MITIONS. WHtN USING THIS METHOD, MI SWMM CONTROLS tHALL ISC IN PLACE PMR TO OwNiaw, HYDRAULIC APPLICATION (MY Wfi*% NO), P A $UffABLE METHOD FOR USE ONOkOAREDINTHE oozw m- cinvALAREAs WHEN HYDR08tt OWA A $MOM IS I i6 LKWOIC&Wkf6w, 'WAY O,R BY" HAW— R'A"', mo t w il.) Topsm SH." 13E STDK.PjLfj -H A MANNER TMT M. TURAL DMNAQE IS NOTDINsUAQ SOIL AND TO V*mm StO LARGE. i. .0;414iS IN DIAMEM. IE SU§ rk7&7- "'HE ' S R '4'A -N tk 6 A 'P' ANO NO O -tWt WO kkf DAWX SHALL AMT, 2 TO' 1 (2 Z Y I TSWPESW$T Fm HOR L TO 60atNO 611""'' 1"90EEP THA V . EWICALLY) UME AND PCIltf1L1ZtR W OF. APPLIED $a(jQ*Eb.U-Y WITH TAC 1#,) SLOM OF SMKPIL.ES SW41 NOT BE STEMR THAN 2 HORIZONTAL TO I VMnCAL. 6H 6k qMfm ARM I ko-f Q MOX-m. SM- THE USE OF OER 416nIT 'i N& 000VIDE IV.) A SWIMW BARRIER SHALL SURROUND ALL TOMIL STOCKMLES. US" A I Sa WbS PERMUINAN v.) TEMPORARY SEED1140 OF STOCKPILE$ SIN.A.- PE qOMP-1M* WITHIN 15 DAYS 0F THE E 0 WOW By 10AORF ro"WN or j*,jE Le 14 ACCOROMM WftH tHE 7EM001MRY VEOETATIVETO" PrRCENT WHM 66V& vi.) APPLY M=H ACCORDING 'I* THE REwREmENTS FOR TEMPORw muLCHING. vi.) PfVOJSLY ESTAWASHED WDES ON THE AREAS TO BE TopsoM SHALL BE MAINTAINED ACC60604G TO THE ORWNOS. 0.) IF S9WNG CANNOT BE DONE WITHIN THE SEEDING DATE$ USE TEMPORARY MULCHING To Of a , ffCT THE SITE AND DELAY SEEDING UOL THE 9&T REC"ENOED vil.) qM is 4.0 oR LES GROUND AGMUKTURAL.L1143TONEWHERETHEPHOFTHESVV SEMNG PERtOb. SML BE SPREAP IN AD-00MA - WITH THE WL TW 60. fRE Vt-2-XATtgINNCf EVABLI.AMEW fttAcnci kigG USEo. MWENANCE vilf.) AFTER TH.E AREAS TO BE TMOR M- HAVE QKN ORMOff TO GRAPE- AND 1.) .V ACCORDING TO A SOR. TEST OR AT A MMtMUM OF EWRY FIVE YEARS USING A RATE OF TWO TONS PER ACRE (100 POUNDS LOW SOUARE FEET). imm0way M pRI'D SPAEAM.0 TK TOP§ THE WOORADE SKILL PE MAIPYING TO A b&14 OF At LOW 2 INCHIEt TOanSY91somOR $01.1 CkgWOONDW OF THE 1OPSOIL AND SUSWL. 11.) WHERE GRASSES PREDO. ".TE, FERTILIZE ACCORDING TO A SOIL TEST OR 69 OF 10-tO-10 OR EQUIVALENT PER ACREjk6AbCAiit-' 'Q POUN ix,) WHENTOPSOILS -HALL NOT PE PLACED WHILE IN A FRQZ N OR MUM. C'Q# thNkLY,'3-6` 11 Ds' Pot 1.000 w -mm k0. THE 9.UJ'6Gk.A-K1 Is 00 W*T, b.R IN A QPNWJVN THAT M(y 6WR*SE IOE Omw" io PROU.PtR 0".. 61 OR pkopowl OR $4" THE Ill.) WHER I E LEGV#F_ DUZZ ACCORDING TO A SOIL TEST OR BROADCAST EVERY THREE YEARS 3 . W jw& 10 0-2110-20 A0 W EQUN.ALIENT 9600M L SHALL BE DEPTH OF VJLAfjM IN UTED TO A Ut4INCHOSAMIfil. E WW RES T" FROM 1,6 !SOUNDS OtR 1. 9 Itrill OR, OTHER 010M.A.1V A REft w diibiM to Pwmfr THEN.$ *i LL NE COR MRMATION OF 003RESWW OR WAft POCKETS. 0 TOPSOIL %WULD BE COMPAM.Q 04M -H TO ENSURE 0000 CONTACT WITH THE 3. NON5TRUCTURA- MENSURES 0 W7 UkWkMW SOIL AND TO WAIN A LUF FVW FOR THE ESTA . E . IMMW OF A LOW L"WW94WEt IURF U"f: COMPAMW is TO HE a-) HAYSALES A It INC ;No AND, PAEVIJOS SM SHM FLOW APPLICATIONS INSTALLATION RECIURM"TS TEMPORARY MULCHING 1.) a6L-M SWLL BE PLACED L04MW*M IN A SlNGU ROW FOLLMNO THE 40 ONTOURS, WITH tit jja Of & BALES 71%ffLY ABUTTING INSTAUATION REQUIREMENTS ORE ANOTHER. ORWIC MULCHES R,) ALL BALES SRA.L BE ERM. W119E BOVNQ OR $MING TIED. Bkl$ SHALL K 9tTALLkb $0 THAT QW04cs. Aft dibfit6 Aft"O' THE SIM OF 1HE BALES 1.) OROAM MULCHES MAY BE USED IN ANY AREA VdiERE MULCH IS REQUIRED, PARALLEL T6 THE GROUND TO Abw DPW BINDING. ib THE REMMONS mm Sam, ifl.) A TR.NGH SHALL K EXCAVATED T14E WIDTH OF A BALE AND THE U - WGTH OF oRGAmc MULCH MATERIALS AND APPLICATION mTEs Tjif ka4- W.MWR TO A'Mw1'M'I.jm WM OF 4 600. AMR TW amm AKt Ako 3t, SHALL it fl W THE RATES mw&m PER A PtE lm_ECRC STRAW . OR HAY 1- 1 /2 - 2 TONS 70-90 LB 2) STAKES WOOD FIM 1000-2000 LB 25-50 LB 27f t:: CORN STALXS 4-4 TONS 165-275 LBT9PF." BE LES SHALL BE FILLED BY WEDGM $TRAW BIETWEENy.) TK Q PS BETWEEN BA WOOD CHIPS 4-6 TONS 185-275 LB T14EM TO PkbiiW WftkF4W FLOWINO kTkEk I W SM". SHREDDED BAM( 50-75 CY 1-2 GY MNEL FLOW APPLICATIONS MAUATION REQUIREMENTS MATERIALS L) BALES SHALL Wl PLACED IN A LEN" -ISE, 0R0= PVUVRXC" TO fHE anbw b c&fto. ADJACEW W61 i AW#W ONEW I.) SakCT MULCH M6TV WS BASED ON SIX CO- AVARABILITY OF MAT0.W * AND LUM. OUIPMEW MAY UE USED ONLYANDEOTHERMAtftJALS MOTHtk S __ _z WrTH THE PERMISSION OF THE APA;&G. AUTNOR". J,) THE g"NM R HWAU.MG A HAYSALE RARRIIER FOR SHM FLOW0SUPSFO . .... .... APPLICATIONAPPLICATIONSAPPLYHERE, THt FOLLOWING Abblitft; or I.) H T06MijkN - _,NWHESTHEHff6MUE ( 0 PO S I1 i14VNW01r MNNTEIw4CE ANCHORING L) R*WION SHAIL BE MADE AFTER EACH STOMA EVENT AND POWMALLY 6JM'g PROJ"b AWL) REPAIR OR I&PLACINWNt SHALL BE MADE 1.) HAY OR STW. MULDHES MVST BE "MOM N4f _Y AFTER APPLIPATION TO PMENTDIATEI WIN HAY GiR SMW MULCH MA 040lig'w" BY IfAACKM W11 -m M4STRUCYIONp%Wt4q. Y 11E AOA04[51LY ASW EQU"ENT' OR BY USNO MULCH NETTING Oft LIQUID MULCH BINDERS. 11.) AQPU-MULATED SEDIMENT WIND THE &N1$ SHALL BE REMOM WHEN IT MAINTENANCEkWkS1/2 0 Nit OMIA4L 1,16014 OF THt 8"S. Q ALL MULCHES MW BE #WE TED PERIODICALLY, IN PARTICULAR AFTV TO tjU EFOS64 WHOW tlION IS On -EM. Wb.) FILTER FABM FENCE KmH SHOW.. 0 Ot INSPWTC.D AFTM OR FAA, M_ W' ="'- OR QRF __ E OCCUR, RA04-S _' I. , , 1,40R.MS FOR 01 IF - ti4ATERW_3 ii ALL AS N#_42SSAAY AM MPAIMM To tK' REMTALL WINWI-6aNS-S"" twg PLACE LIM. 1" w ARE FIRMLY IIS.TAOU HED. Q SYNTHM FILTER FABRIC OUNVOER STAWSAftD UNTIL A GROUN-0 C01TRkag.iWS $HALL OPT % . ... . ED IE E k AK TO'SURVNE f!Irf:W FILTER FABRIC SHALL RE A PERVIOLIS SHEET OF PROMM NYLON, 0 &WANE kAWWS AND Slik.L BE CEIRMW BY THE - MyV=RtR OR W001,10 AS '66W&MIN6 tO bi'POLLOWM RE-QUIREMENTS; f.) DUST CONTROL FILTERING UnCIENCY 769 &N.) INSTALLATION REQUIREMENTS TENSLE STRENGTH AT 20X (MAX) ELONGATION- WATER EXTRA STRENGTH 50 LOS./LIN, IN, StAkbAk STREtMH 30 LkS./LIN. IN. rN3 1.) THE 1EXPOSM SOL SURFACE SHOULD OE MOISTENED PERIODICALLY WITH ADEQUATE 6AW06 OF W#E TO COWROL MW FLOW RATE 0.3 GAL/SF/MtN (MIN.) STONE L) POSTB FOR FILTER FABRIC FENCES SHALL HE WHR 1 X Z INCH WOOD OR 0.5 1.) COVER SURFACE WITH CRUSHED STONE OR QWSE GRAVEL IN MEAS ADJACENT TO WATERWAYS USE CHWCALLY VABLE AGGRtGATE. FW40 wmlmoo) POR, U, NEVAL F- 6` bT M" tk'WH A MINIMUM LENOTH Of -5 FEETmsTmPbftsikLHAA Ns tIk FAMM W.. WOE li.. MAINTENANCE ww F_ FENCE REINI74DROEMENT FOR FILTER FABRIC FENCIES USING STANDARD 1.) WHEN TEMpORARy DUST coNTRQL MMMS ARE USW. REPffffl`& TREATMENT SHALL OE M+UW AS NEWED To k6 OUSH CONjR6L. WptM MATERIAL SHALL BE A MINIMUM OF 42 INCHES IN HE10HT, AWjjjjWOF, 14 CzWOr AND SHALL HAVt A MAXIMUM I M SPACING OF S It"Es. a ncl A-2. M 5 and 5urv5 5 4qy Graphic 5cale, En meerin! * 5Urvr,.-ymj 0 0 0.1 1n: _ 0 U) 23 1 Old Colcheeoter Road Quaker Hill CT OG375 I Inch= xx feet POP` mommomos"m 44" MINIMUM THICKNESSx ... 2" CRUSHED STONE kl I 3"QONSTRUCTION ENTRANCEZANTI-TRACKING PAD jNOT TO SCALE 1. CLEAR AND GRUB AR-A BEFORE PLACEMENT OF STONE. A GEOTEXTILE LAYER Mffi' BE USED TO SUBG RADE . .. 2. PROVIDE FOR POSITIVE DRAINAGE OF SEDIMENT LADEN WATER THROUGH AN APPRUVED SEDIMENT BARRIER OR TO A SEDIMENT HASIN. 3. MAINTAIN ENTRANCE SO AS TO PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY. DOS TO Pk9VW n,0*-"*JQH -WOOD STAKE 0-10 O"Q MAX) EX. IN Moft SAMILL Ni= WAM Z -W WN. AND COMPACT 1 (r TOWAW RM 1w FLOW p or ka. SECTIOU_ e"FILTER FAB [C FEN NOT I. INSPEOT QAF4W AFMR EA04 STORM EVMT AND DAILY DWINO PROLONOW RAIWALL X REMOVE SEDMW *01 IT REAWO APPRO)OMAYELY OW -HALF 714E BAPAER HEIGHT. DATE: October 1 1, 2002 NO. DATE DE5CRJPT101N REV1510N5 TYP.ICAL LOT SOIL EROSION. AND SEDIMENT CONTROL PLAN. NOTES: 1. UPON APPROVAL OF INDIVIDUAL SITE PLAN APPROVAL, THE LIMITS OF DEVELOPM NT SHQULD BE ESTABLISHED IN THE FIELD FOR EACH PROPOSED RESIDENTIAL STRUCTURE, DISTURBANCE LIMITS OF 25-35 FEET BEYOND THE PHYSICAL DIMENSIONS OF THE STkUCTVRE ARE RECOMMENDED. STAKED HAY BAL S OR FILTER FABRIC SHALL BE PLACED DOWN SLOPE OF ALL DISTURBED AREAS WITHIN 75' OF AN ESTABLISHED WETLAND BOUNDARY. 2. ALL DRIVEWAYS AND DRIVEWAY SHOULDERS SHOULD BE STABIUZED IMMEDIATELY UPON COMPLETION OF ROUGH GRADING, SHOULDER SEED BED PREPARATION SHOULD FOLLOW THE GENERAL NOTES PROVIDED, HAY SALES OR FILTER FABRIC SHQULD BE USED TO ENTRAP MY SEDIMENT GENERATED FROM EXPOSED SOIL SVRFACES. DRIVEWAY ROADBEDS SHALL BE STABILIZED N COMPACTED ROAD AGGREGATE AS SOON AS POSSIBLE. 3. TOPSOIL AND EXCAVATED SUBSOIL SHOULD BE STOCKPILED WITHIN THE AREA OF DISTURBANCE IF NOT USED FOR ON-SITE REGRADING. EACH STOCKPILE MUST BE ADEQUATELY RINGED NTH SEDIMENT CONTROL MATERIALS ( i.e. HAY 8ALES OR FILTER FAskIC FENCING). 4. ANY ADDITIONAL $TOCKPIUNO OF LUMBER OR BUILDING MATERIALS SHOULD ALSO RE COWINED TO TH E AREA OF DISTURBANCE. SIMILARLY, VEHICULAR MOYEMENT SHOVLD BE DIRECTED TO ESTABLISHED PARKING AREAS, PROPOSED LEACHING SYSTEM AREAS MUST NOT BE IMPACTED BY VEHICULAR TRAFFIC OR UTILIZED AS PARKING AREA. DEVELOPMENT OF SEWAGE DISPOSAL LEACHING AREAS SHOULD BE STAGED TO FOLLOW HOUSE StTE PREPARATION. ONLY THE PRIMARY LEACHING SYSTEM NEW BE CLEARED OF EXI$TING VEGF.,TATION IN COORDINATION WITH THE APPROVED SEPTIC SYSTEM DESIGN. RESERVE AREAS SHOULD REMAIN UNALTERED IF SITE CONDITIONS PERMIT. 5. UPON 5Q3 COMPLETION OF DWELLING CONSTRUCTION, ALL DISTURBED AREAS SURROUNDING THE STRUCTURE SHOULD BE FINE GRADED, SEEDED, AND MULCHED IN ACCORDANCE WTH SECTIONS 111, IV AND V OF THE SOIL EROSION AND SEDIMENT CONTROL PLAN NARRATIVE. 6. SEOIMENT AND EROWN CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE NTH THE DETAILS AND PROCEDURES OUTLINED IN THE SOIL EROSION AND SEDIMENT CONTROL PLAN NARRATIVE. 5HFET NUMBER 5ErOSIiondind edime--mtation Guidehne,5 for Development of 51n le, famil Lot5 Of Archambault UbdIV151on 4 13Y 0-0" Noble Hill Road - Montville, CT XXX.DWG Original Ink Drawing Produced in Accordance with State filing regulations David A King, F.E.,L.5. CT#12054 370 3GO 350 340 330 320 1 200 Aim, q Q u.-Oirf3 0 '12v TH15 DATA, TO 7Hf M5 T OF MY-KNOWL60GE AND 6ftlff, 15 5U0,5TAJVT1ALLYCORRtCTqet,, A5A(0TEPHF9fON. 12054 David A. Kmj, Prafe.!55jomal I- trieer and Land Surveyor 6. (NOT VALID WITHOUT LIVE STAMP *--SNGNAI.Q. f) Most Westerly Driveway looking Wept (Uphill) 350 340 ion 51cjht 330 0 50 100 Westerly Driveway Looking Ea5t (Downhill) 150 200 150 100 50 Ea5tcrly Driveway Looking Wept (Uphill) 50 100 150 Ea5tcrly Driveway Looking Ea5t (Downhill) The pre. construction sight line 15 unobstructed. 200 Noble hill Subdivision Fre and Post Construction Sighthnes Noble Hill Road BY Montville Connecticut SUPPLEMENTAL 5HEET NUMBER Of XXX.DWG