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Home My WebLink AboutSite PlanLI IE-- KINNE 24 WIF 34 WI= 1 0 W F- N F 27 P !Y3 00 MR X, MATC14LINE SEE TWIS 514EET "? W F WF 23 WF WF A A N 'X INSTALL 5EDIMEKIT CONT -COLPSGWFZO 341,C', BAEP-F-2000 N It0WFf9 0\S M, flit 01 04-n WF 1`7 WF7 IG f4—, WIF15 A WF (41 0 1 - 4F WFf-3 it\ W;: JAI 4 Q5 WF 7a 1'14ST4LL STONE ILTEP TL DI! S r4 1 / / 4f. WNLAJC) W k- 90 AL Wr- I t INLAND WITLnNC SroINF 7 J/ Aj 7- J4RP - 14510 4qz 11' M T 14 1 L -L-- N-LF SITE LOCATION AlwmE- 5CALE: f Wo' INLnNO WETLAKIDS A, 4/ Wr BLF-JDzW7TINJTC) -=XtGT G4VY, I f 1 TW kJ 1 1TYPICAL, E30 BA 12- R I9.1WF92 LII DISTIJEE36NCE 40WEWGE:'OK/TP51eDGE0• W or— W! 441LI r- 90 woo 9'"WT r-7 ZZA 4:4Wv: 3A W I` 71A W z I Ilk WF 17A Z4A W j A- A a CW0 cT M412K N55-,5e 0. Cue Ce ;""Opa* IID tt j I- SET IN IE %,inFLEwoo" It I I I / \ \ - 017, 01 " 1," - P- V. 13-5.cco' VK. 5, 1 6PPRaV U5,8G OVITLIM)l951Cye079z q0 W 4-k w-y6j 0N N F87 Pei, I lipl It Qj ILA P C 6n WF ZVI' wrf9r, It 7 (0 e-64 U -X iQG B41 S12 N948Q41. / (( I I I \ \ ! / r \ \ \ '\ \ \ w 1./'0,... 11' ` j \ (Z \ \ \ \ j i', /f / Q3 ' 1 I I I 4ij $06 14'N7NCE3T- WF WFK1 104- 9B la CL V%A C/ moon 7W WF GCC5 L6 9 CRAVEL ACC B,L.&P SENCWMAEK No. ............ . Z5PIKESETIMW' PINE TEEF- ELF=Vz 115,6G' A Ppeox. U.S. G 5, DATUM, IIC* fe 4e kilo or X 50,(Typ L -E E N 0 UTILITY POLE GENERAL NOTES: 11;0 CATCW BASIN Operational procedures for this e-xcavatiorn Produce piles of EY15TINC]I CONTOUE material which are to be located in various are -as on the floor of the excavation- pit and are norryiLly removed from the siteSTONEW,4LL within a few days of excavation. The pi -les will not be locatedC1 ® PROPOSED MITOUR within 50 ft. of the wetland areas. 2) Excavation shall not be conducted beetwee-n the hours of 6:00 P.M. and 7:00 A.M. except for municipal pL.,xposes exclusive of Sundays 1andholidays. Holidays being New Year's Day, Memorial Dav, Independence Day, Labor Day, Thanksgivi-Ing Day and Christmas Day'- 3) Applicant/Owner: Mr. Seymour Ade-11man C/o Seymour's Sand & Stone, Inc., 34 Bozrah Street, Bozralh, CT 06.334 50 0 -50 100 f 50I 4) Inland wetlands were delineated by Erivi-m-Tech Consultants, Pro- "IMP TRIP! M fessionai Soil Scientist and field located by Roland J. H=is & -qE!44P$41C- SC,4LE— Associates, Inc. ( IN PF=F-T) Vr WF WF WP WFt! WF 3C 1-4/- tj TWIFro ,A 2C z 06, ip INV, 4C ATIf 183 4 0 TF: 104, G 3' E Wc M --,-a- - E --K- —N - oA-- 5P1KE SET IH B,L&P*11535 ELEV r 106.99' 4 ppp_ ox U5. & G5 0.4 re -l") MAP !JEFEREVICIE PROPOSED T0PO64'?APWIC Mk p ` PROPERTY CSI= SEYMDUR ADLMAM TO OPERATE GR4\1L PIT LF=FFINGIrVEIL RCSD--MOKITVILLECT. SCALE- C-50" DATE --iB-jc)Bp BY FRAMSEN I HEREBY DECLARE THAT THIS MAP 15 SUSST,41V7-14LL r coRREcr IN ACCORDANCEW1rHrHESTANDARDOFACLASSDMAPASDEFINEDIN7-HE"RECO4(AfEVD DSTANDARDSFOR -HE ST47-F OF coNNE-crlcur- AsSURvErSANDMAPS /A/ 7 PREPARED AND ADOPTED BY THE C0A1A1FCr1Cj17- ASSOCIATION OF LANDSURVEYORS, INC., ON SEPTEMBER 13, 1984. THIS YAP /5 COMPILED FROMorHIWAPSODEEDDIMENSIONS4AIvloRorycR50tIRCESOFwFoRmArIONANDUB&IE r ro CHANGE AS A FIELD SURVEY VAY DISCLOSE. r r J UA RYf7 It 1987 1r 4! SEP. 2 9 1992 SURVEYOR D A 7E WAIVE E'EQUESTED F60M SEC. f6-2.4 FOP- A-? ejjeVpy12EQUIeGMENT's. CI-161EMAW oe s-=CEET4py DA7 F- CEETIFIEC) SY TWE MOHTVILLE PLAW4INGt ZONIWGCOMMISSIOW. CWA1Ef,,IAQ rCOTE - V. 3 41W L4 R F- V ADDED WP-TLANJDS 10- fro - 91 OEV Pip TONN CC)MMF:--MTS 11 IN N"N"M AND JsHARRIS & Ag' SOCw INCIN Land Surveyors - Civil Engineers Land Planners GRISWOLD CONNECTICUT SPECIAL PEEMIT eMEWAL GeAvEL EXCAVATION FOE SF.YMOUP. ADELMAN LEFI=INGWELL FOAD MONITVILLE,CMWECTICUT Ii, SCALE DATE IDENT. NO. Aw (,TLO I LC) AuGuisli 1 1991 6PT- 1or a Mit. LOT FWWTAGE I BO FT. IG50 FT 4- 1I4. FEOMT YACD 50 FT. 50 :T. MIN. sloe Y420 20 FT. N/A M IN. el Iq4A, P- y4kr7l0 50 I=T, N1A fyiAX. BUILDINC, WEIC- III -IT 35 PT q4, LI IE-- KINNE 24 WIF 34 WI= 1 0 W F- N F 27 P !Y3 00 MR X, MATC14LINE SEE TWIS 514EET "? W F WF 23 WF WF A A N 'X INSTALL 5EDIMEKIT CONT -COLPSGWFZO 341,C', BAEP-F-2000 N It0WFf9 0\S M, flit 01 04-n WF 1`7 WF7 IG f4—, WIF15 A WF (41 0 1 - 4F WFf-3 it\ W;: JAI 4 Q5 WF 7a 1'14ST4LL STONE ILTEP TL DI! S r4 1 / / 4f. WNLAJC) W k- 90 AL Wr- I t INLAND WITLnNC SroINF 7 J/ Aj 7- J4RP - 14510 4qz 11' M T 14 1 L -L-- N-LF SITE LOCATION AlwmE- 5CALE: f Wo' INLnNO WETLAKIDS A, 4/ Wr BLF-JDzW7TINJTC) -=XtGT G4VY, I f 1 TW kJ 1 1TYPICAL, E30 BA 12- R I9.1WF92 LII DISTIJEE36NCE 40WEWGE:'OK/TP51eDGE0• W or— W! 441LI r- 90 woo 9'"WT r-7 ZZA 4:4Wv: 3A W I` 71A W z I Ilk WF 17A Z4A W j A- A a CW0 cT M412K N55-,5e 0. Cue Ce ;""Opa* IID tt j I- SET IN IE %,inFLEwoo" It I I I / \ \ - 017, 01 " 1," - P- V. 13-5.cco' VK. 5, 1 6PPRaV U5,8G OVITLIM)l951Cye079z q0 W4-k w-y6j 0N N F87 Pei, I lipl It Qj ILA P C 6n WF ZVI' wrf9r, It 7 (0 e-64 U -X iQG B41 S12 N948Q41. / (( I I I \ \ ! / r \ \ \ '\ \ \ w 1./'0,... 11' ` j \ (Z \ \ \ \ j i', /f / Q3 ' 1 I I I 4ij $06 14'N7NCE3T- WF WFK1 104- 9B la CL V%A C/ moon 7W WF GCC5 L6 9 CRAVEL ACC B,L.&P SENCWMAEK No. ............ . Z5PIKESETIMW' PINE TEEF- ELF=Vz 115,6G' A Ppeox. U.S. G 5, DATUM, IIC* f e 4e kilo or X 50,(Typ L -E E N 0 UTILITY POLE GENERAL NOTES: 11;0 CATCW BASIN Operational procedures for this e-xcavatiorn Produce piles of EY15TINC]I CONTOUE material which are to be located in various are -as on the floor of the excavation- pit and are norryiLly removed from the siteSTONEW,4LL within a few days of excavation. The pi -les will not be locatedC1 ® PROPOSED MITOUR within 50 ft. of the wetland areas. 2) Excavation shall not be conducted beetwee-n the hours of 6:00 P.M. and 7:00 A.M. except for municipal pL.,xposes exclusive of Sundays1andholidays. Holidays being New Year's Day, Memorial Dav, Independence Day, Labor Day, Thanksgivi-Ing Day and Christmas Day'- 3) Applicant/Owner: Mr. Seymour Ade-11man C/o Seymour's Sand & Stone, Inc., 34 Bozrah Street, Bozralh, CT 06.334 50 0 -50 100 f 50I 4) Inland wetlands were delineated by Erivi-m-Tech Consultants, Pro- "IMP TRIP! M fessionai Soil Scientist and field located by Roland J. H=is & -qE!44P$41C- SC,4LE— Associates, Inc. ( IN PF=F-T) Vr WF WF WP WFt! WF 3C 1-4/- tj TWIFro ,A 2C z 06, ip INV, 4C ATIf 183 4 0 TF: 104, G 3' E Wc M --,-a- - E --K- —N - oA-- 5P1KE SET IH B,L&P*11535 ELEV r 106.99' 4 ppp_ ox U5. & G5 0.4 re -l") MAP !JEFEREVICIE PROPOSED T0PO64'?APWIC Mk p ` PROPERTY CSI= SEYMDUR ADLMAM TO OPERATE GR4\1L PIT LF=FFINGIrVEIL RCSD--MOKITVILLECT. SCALE- C-50" DATE --iB-jc)Bp BY FRAMSEN I HEREBY DECLARE THAT THIS MAP 15 SUSST,41V7-14LL r coRREcr IN ACCORDANCEW1rHrHESTANDARDOFACLASSDMAPASDEFINEDIN7-HE"RECO4(AfEVD DSTANDARDSFOR -HE ST47-F OF coNNE-crlcur- AsSURvErSANDMAPS /A/ 7 PREPARED AND ADOPTED BY THE C0A1A1FCr1Cj17- ASSOCIATION OF LANDSURVEYORS, INC., ON SEPTEMBER 13, 1984. THIS YAP /5 COMPILED FROMorHIWAPSODEEDDIMENSIONS4AIvloRorycR50tIRCESOFwFoRmArIONANDUB&IE r ro CHANGE AS A FIELD SURVEY VAY DISCLOSE. r r J UA RYf7 It 1987 1r 4! SEP. 2 9 1992 SURVEYOR D A 7E WAIVE E'EQUESTED F60M SEC. f6-2.4 FOP- A-? ejjeVpy12EQUIeGMENT's. CI-161EMAW oe s-=CEET4py DA7 F- CEETIFIEC) SY TWE MOHTVILLE PLAW4INGt ZONIWGCOMMISSIOW. CWA1Ef,,IAQ r COTE - V. 3 41W L4 R F- V ADDED WP-TLANJDS 10- fro - 91 OEV Pip TONN CC)MMF:--MTS 11 IN N"N"M AND JsHARRIS & Ag' SOCw INCIN Land Surveyors - Civil Engineers Land Planners GRISWOLD CONNECTICUT SPECIAL PEEMIT eMEWAL GeAvEL EXCAVATION FOE SF.YMOUP. ADELMAN LEFI=INGWELL FOAD MONITVILLE,CMWECTICUT Ii, SCALE DATE IDENT. NO. Aw (,TLO I LC) AuGuisli 1 1991 6PT- 1or a PIW15wec) cceE5T ELF -V- 83.0le :5T 'L`F_Vo 83 7 C) V 1"("EUfwE1.=_C) 5TONE_ N ; J moSTIONE F-ILTEP. SETA I Law mm NOT TO SCALE'' t% SIDE SLOPF-5,ARE MAXIMUM) ACTUAL SLOPES MIRY, SEE GRADING- PLAN 6 H I G H WHITE PINE SET TOP OF ROOT BALL AT GRADE LEVEL LOOSEm BURLAP REMOVE IF PRACTICAL PLANTING SOIL M1,4TURE PLANTING DETAIL N.T. 5.) m.mss O'MIKI. DEPTH STA K E ST RA L&I BA L E TYP) 10,C).C. MAX. TYP) SYNTHETIC- F44,BRIC. FILTER FEhJCE I V I POF-a WCE (MIRA FI) Op. aPPROVEID L"L_) UNC)I5TUQBE[D G Q<DU N CD COMPACTED BACKPI LL. SEDIMENT FENCE DETAIL11, ti -T I all 4a DEE' TREtJCP THE WIC)TH OF A ST RA IIIIB " L E 51WIDING WIRE OR TWINE (TYP) COMPACTED E3ACKf=ILL 501L 67kCAVATED Irk NlY PLACE AS 5kOWW ON L)P"ILL SIDE OF BARRIER To 4 r `.:-'' PREVENT PIPINFC WEDGE LOOSE STRAW BETWVEFEW GALES TO CREATE A COHI-INUOUS BARRIER We4646amIlkIffiWkk EWSICN AN.) SEDIMI:M1TICId Ml SEYKXM ADELMAN - GRAVEL EXCAVATICG SPDCIkL Pa4ldT RENair'UL LEFFIN04ELL RDAD, MCUTVILLE, Cr Person responsible for irrrt limk:ntation of trk--Sv se-dirrk--ntation and erosion Control measures is Mx. Seymour Ant:1nen c/o Sevmu_-'E Sand & Stone:, Inc., 34 bozral- Street, bozran, CT 06334, tt_-iv_prrjnu: 203) 889-3394 MNFRAL lt"STRLCrIONS: The Contractor shall be ri=-spon-s_L;1le for Emsion and Sedimentation control auring const -ruction. The Contractor shall be responsible to inspect and maintain all erosion and sedixTkrntation measures, to maintain a log available to the Zoning/Wetlands Officer of inspections of the erosion and sedimentation measures, to inspect after any ma)or precipitation .vent all erosion and s- v_-ntation tneasurtz:s, to provide a direct contact indivicua.1 for eakargency Situations and to build the approved plan. The Contractor shall be responsible for all cleanup after construction and continued inspection and m_-intuiance of the erosion and sedimentation pro,grzgn until any public L'rPrOvt-frxinrs uru acceptlud by the Town. SITE DEVELOiMDn* Thr site is currently op -t -_rating as an approved excavation operation located on the ncrtnerly sidt, of 1--ft1n9wc-11 koa,:i at the intersection c'-'-- Noble Hill Road. The surrounding areas are zoned R-80 and at this tine are sparselydt!vtioped as single icwd-ly The lot: area is app=<irr.3tuly 25 acres. however, the area of excavation is only dPprO)'.'1maL%-_lY 9 bcrtL--. Triert: are: approxinlotely 1.7 acre of wetlands on tric site and no work will Occur within: the wetlands. Fxcavatior, wruch nas taken place: to date has set. limits of disturbance el1- 0Lnz the e -XI -Sting work an:; Future uxcdvzition will be lirrate,' to tnt-_se t--XIStIng !!Mats Of d-stUrUc'nct= wltt, the e=xception of a small e-ncro_C1rr nT in Corner of Lr)t-- satt;. J'jjum will bt: no screening or proc=essing ofIre,,ul on tlu-- site. Fijterial will be excavated and placed in piit--s for LO6Q!.nq Onto trucKs by zj loade=r. Th,;: piles will be loaded onto the trucks and irar, the s_,tt: with -,n a iumw days of excavation. COfZTRLY_1I1Ot4 SECXJEN—_-: 1. Install se;dajn t. control barriers a:5 snown on plan. 2. Construct stone filtux where sru,)wn on plan as per the plan detail. 3. Construct gravel access drive as shoil, on the plan. 1 4. Lzal-. and set --d all disturbed areas wnt:rc no iurtner vd-Licular traffic K;Inlldir. all 6t,.t and erosion control facilitit, until o. Spm c instructions are: IA. Inspkzct hdybalt: sudajrv,:nt barriers after each sLon,, t:Nt:-nt and repair or rupial as nt ct-ssary. Cleanout of acc-aTulated tric bait=s is iizcr sary if '42 of tet original ht-ignt of the bales bt:ccrn,_s filled in with sodirr*--nt. B. inspect faoric filter seined barriers after each rainfall arid Gt lt;"l daily during prulolqll raijudii. Marcs necessary repa._uL ImTkiziazte-ly. Should the fabric at:cL)(Tpo:EiL: or Lkxc e incftuctivr prior to the %:nd of the e.c ted usable lite and the bdrrit:r is still rtqu.)_rW, the fabric shall be replbl prCmptly. Stdin'vant deposits should bed rullyved when they reach bjA,,roxweitlll 1/2 tl-*-- hx:lght of the b=ier. C. At the conclusion of the Operation or of a substantial portion thereof, the whole area where excavation has taken place shall bar covt--ruld with not less than four uiches, (4') of topsoil, and setide as. outIinod oc low. Note: All sediment ruTavuld frau behind control barriers' is tobeplacedinacion -wetland area and so as not to creaLe additional sedimmentation. 15 Mi"-IPORARY CLTr Ihy- 'Us,,: _4 7c- vt:e',L--ion coI of Exulual rvt= gross at a rare- of 1.0 los. per 1000 s.f. Apply 10-10-10 fertilizer at a rate of 7.5 lbs. per 1000 s.f. and ia vtone at ratE; of 90 I-bz:,. per 1003 s.f. kppiy straw or nay rruich at a rate of 70 Ibis. per 1000 s.f. Apply all materials at a uniform rate by nand. E. PER -L; TTI' SEZDIIZ LA:;:d preparation: Fintr grade and rake Soil surface to rt:-ic)vc stones larger than 2" in d;_aiieter. Apply limesLcl at a rate: of 910 los. par 1000 s.f. Fe_rtilize with at a rate of 11 lbs. per 1000 s.f. Work i;ix=stont-_ and rertilizer into soil uniio with a harrow or :ivalent. Set:d application: Apply SCS Mi;xtur,: 110 b,' th-InO, C'Corlt! seeder or nya-rosee-aer. Liqh,lyTT.L - .Lt--- dq or :'0.11 seeded surface to Cover stmt. st__e g should be done b+_tween Apri,115 & June 15or ot--tw-I August 1,5 and October 15. If seeding cannot be done during tnese times, repeat mulching proct-dart_ ttlow until seeding can Lakt place. Note: if hvaroset_-der is used, incrt_-ase sL-vid mixture; by 10t. Irmx:dizituly following St.-t'laing, milcri the sut-:6ed S'ur! act; with straw or nay at ci rate of 70 lbs. per 1000 s.f. Spread mulch by hand or mulch blower. Punch rrulch, into soil sur-_;dct= with track macninu or disy, ti-_rrow. t* - ft:scut: .45 lDs.'100 s.f. SCS, 'J_ ,uru "10: Crt_c:ping ru 1 0 kt:Otop .05 lbs. /lOrN s.f. C_--cn vetch .35 las. /1000 S.f. G. Ll_-wrston and fertilizer are to o -z- applied one t-,Tk_- only. h. F! =R FIDN-CES carriers snall to rt_fTo,-,l=,Li when they have st.xvt:'d ti,tir useful purpos trjL I-Ict b,__tort= th= ups1cpl arca nas stabilized. WrrJers shall 'L)t: jj-untdiaL, 1% of tet each rarnfrli at least daily prolonged rainfall. An%, rupdLrs shall t>-- mere irm'v.-,diately. I. :-,iirci to res rice tr,!t:;,c toDUSTMM = Us,= traftic Pro'iett.r;r std routes. ffmch nature-,- as is prcclical. Use onasing c: to rec cu tric area of ldnc dlsturotc at any one t-ipt;:. Tnt: ot--rmant-nt vt:qctative cavL:.r, of scddLng will reauct.- tr.0 nl for cust control. Or cationic asc`_lt latex tfluis_,on and It-lbili in water zirt__ For applic6tio.-I, Lu-d lutlons an sr_1k:fC1t1C S 1tLl_ rufuz 'LC" ire: ext sr: sL) -;,L Suri dc.z S" ot-_ nuis Lenuc p---rioc-Licial I\' doe<11j:Ittf wc:Lt=r to d or 'fldx ctt a rdLtz- Ir'-- tKeel S".=act-_ Mist OUL not or 1_1-T.:jCl;;;. To rt--CUCL: POtt--nt101 ";Stonly wnt::n other mls art! no - 4. ST -Ont: Jvvr surfact W:.ttl CLUS1 Ill t;tonty or coarst: ara,-,t._ In areas adDdct_-nt to wbterways_ use cht_—'1cC.!IV stable d9grt.QdLQ. 5. K,, -ntt:nLmct-- Mk;n T_elTporary dust cont_ -o-' T*_-asures are used, ren'etitive rt_-ament sriall bt-- as neeea tc accaplish control. J. Th -1 star -ting clatt: for the pro)ec, Ls ant1c,pated to t>-- NoytiTiDler 1991 and is eycpected to be ccap.1t:ttc try bllovlz1T0(z:r 1996. 7. If during operation of this prc3ect, erosion and sedimertation controls art: round to be in5taLlud aiTprcpe_rly or _uTpr r_llerlyr-aintaa_nt-_3, causing erosion arLd sedilrienrat_,cji problem, ai,' work are to cease until sucll r -k- curt -_s can be cltt. At thtr conclusion of all operations the stone filter is to be c_- S - D GRADE 02 aGhJT4L: V- 4' E22 TI C4, L * I 't 4' EXIST NC, GRADE STNG (_E? 1P\ a_ IN mom CLOS ECT O hJ A**AftSam" P_ Z-0 WTAL t"= 40' VtEE-71CAL: r'=4' STONE F-ILTE2 041 eEV 2 LDDED DETL,ILS c, NOTTI! -S 10- 2EV. I l P -TOWQ COMMENiTs KOLA N 0 J a Land Surveyors - Civil Engineers -Land Planners 2GRISWOLDCONNECTICUT OF -TAIL t"WEET CiEAVEL EXCAVATION FOP? SEYMOUP. AIDELMAW MOJTYILLE,CONNIECTICUT SCA L, Era DATE As NOTED SEPT. 1991 91-f485