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HomeMy WebLinkAboutPlan, ResubT/P I A 0-8" T, & 8- 30" S.S. 30-84" LIGHT GREf SANQ'f TILL WATER AT 30" MOTTL.li,10 AT 22" NO LELGE T/P 18 0-6` T.S, 6-30" 1 S S 30-86" LIGHT GRE'f SAND r TILl RATER AT 36" MOTTLING AT 24" NO LEDGE T//p i c 14 S, 14-40" S,S. 40--88" LIGHT "S SAND'( TILL YVATER AT 40" MOTTLING Al 40" NO LEDGE T/P 1,1 T 6, 36--84" LIGHT GRE'yl SANDY TILL WATER AT 41- ' MOTTLING AT 301" NO LEDGE - I/jP I 0-8" T S 3 - 32" Ss 2_.101 SANE W/LARGE R 0 C. S 4ATER A f 9u M 0 T T Ll t T 3 NO LECGE T/P I HI 0- 10" T 60; - - I 10 " L 1(, H T , -JIRF `ANC' TILL WATER & 1010" f�,IOTTLING AT 60" NO LEDGE T //P 11 0- 1 I'll 4. T S S s PLL ,41 TIS RC`Cl+S WATER "41T _,70,- M C) T T L I N G AT NO LEDGE T/P 40 - 9 `T' ='S 4 8 - - - 110 " L I G HT ..RC` I C TILL `,NITH RC's -_I,' CATER IAT 9f-` MOTTLIN'..',', AJ 48' NIO LEDGE T/P 2A 0- 14" TS 14-4C" S ',S 4':0-T02."SAND­,f/ TILL WITH SMALL STONES NO WATER N0 M 0 T -1 "Ll Nf NC) LEOC�F_ T/lP 2b TS SS 6 4-1 14 S'A N D'i TILL NI TN SMALL STONES NO WATER MOTTLING' 64" NO LEDGE T '/,P 2 ' 0- 12" T 'S ��j TI -I 51 - 12 '2, " S) A N 0 'l, T I I. L SMALL S TONi S YNA T E R M01MLING 510" 110 LEDGE I.C."'T ;-SOLES OBSERVED BY Uti,&`S HEALTH DISTRICT ON 5-4-98 &_ 4-16-98 T/P 20 T/P 5A T/P 6C T / P 9A, 0- 12" T, S. D- 8" T.S 0" T 0-- TOPS OIL 12'--54'' SS S.S. 1"C" - -42' 5 7-- L8_- SUBSCAL rl 4,22-90" L,G S T 54-112"SANCY TILL ;NI 43-90, L G,. S. T, 28- 9, 7 ITEC, CO K I P SAND 6, !L T SMALL STONES 'A'A TE R AT 64" WATER AT 70" N{ r ATER NO WATEP IAOTTLING 48" MOTTLIINIC-, 42" MOT LING 28" MOTTL I 1,,j C; NO LEC' 54" 140 LEDGE NO LEE D G, E NO LEDGE LARGE ROCKS 11`4 (LGST't AND ROOTS NEAR 'sURFA(_'E T /P 9)B T/ P C6 D u, T 01F 'S0 1 L 0- 9 T. �z_) T/P 2E G L T 0- 11" T, S TI/P 558 9-39, s S_' 2 4: 3 9 - 90 " L, !G, S T , " _­ R 11 -50" S'S. 3 -- 10" T.'S A it, AT 9 A 5 0 - 120" S A N D Y TILL WITH 10-42 S's 4ATER PJ 56" :LiNG 6 SMALL STONES 4 2- 98 L G to T MOTTLING ­NfD LEL NO 'WATER lAATER AT 30" MOTTLING 4-2 MOTTLING G p­,,-� f NO LEDGE NO LEDGE F`IL LARGE ROCKS IN (LEST`) U B S yll_ =VND R(__)0TS NEAR SURFAC'E T/P ia, 4 & T/P 2F 0- 8" TT T 8 Tl�_._Rf T 9 td" 1, 1 /P 5 M_ - , "32-94B" L t',_ S,,T N C i _ E DE G 3- 14" T, S, 14-- 36 S. WATER AT 70' 5 r,_1 0 8' S I l,'r TILL N iT H -Z p, MOTTLIING 32" J -90" L G Sj I T,/`F 9D SNiALL STONES -S NO LEDC7E 0 - 14 () 'AA T E R .WATER AT _70" T PSOIL MOTTLING 36 4 u B s 01 L M 0 T TL I N 15- 56 NO LEC)(7E 2- IIED COMF_`-AND .-IT 'OCKS 11 N (LGST' NO LEDGE I_ARGE R. N,-' TER AND ROOTS NEAR SURFACE T/P 7B M 34" 0--12" T -S T //P A T//P 50 12- 36" S S �J 0' EDGE 0 36---100'" L G.S.T, 6" T. S. T.S. a c S,33" S�S WATER AT 76" IT/F 90 K__ L G.S.T, - G 7 jo1. _58-88" L -G S T. M 0TTLI N 0- 8" TOPSOIL 92 T NO LEDGE `�('v A T E R AT 18" PATER AT 48 8_ tl 6,.SUBSOIL -)9" MED -OMP �`AND SILT M�OTTLING OTTUNC, 37" N') L E 0 G E NO LEDGE WA '_r R AT 76" LARIGE ROCKS lN (LGST: MO` ZING 26' ANC ROOTS NEAR'SUR�ACE T -7 I/P C' N'_'7'%_'E0GE T /P B T. S T p 1�p 11- 40" S S 0 1,j T, S. , /. -- I 18" 40-98" GRAVEL I 0� 30' S S. T. 5 NO "WATER T/P 9F _-0 94 L.G.S T, 13-42" 'S, S 8" TOPSOIL WATER AT 60" 42-102" L, G T NO MOTTLING 8- 32" SUBSOIL NO LEDGE .1, 1. 1 MOTTLING 30' NATER 4J 60" _7 - lQ8" MED SILT NO LEDG3E M Of TT L IN,'--, 42" AT 95" NO LEDGE MO T�ING 32" ,7 N- DGE LARGE R&-I-�S IN I'Ll-_�ST) 1� TZ"F AND RO(lli� NEAR 'SURFAIC'L T /P 7D 1" S na-14"" TS. T/P 10A 1.4--44 S 5 - C) k9" TOPSOIL T, 44.1.- 1,,,),0*' GRAVEL 9-- 34� SUBSOIL WATER A T 68" T `/P OA N 0 0, Al TER 74 41" COARSE `-,h`,,Nl_D lr MOTTLINrl 28 0- 10' T. s,, I` If 0 ki i T L 1 N G NC- *ATER I - I G - 3 '12' S S, H -C LEDGE M LING 34" NO LEDGEs 32-.88,. L.ks S T -E NA T IER AT 50" MOI L 1 t'14 -- 32" T/P 8A T," 'p 3c 6 T/P 108 NO LED, -,E 14" T. S. TOPSOIL 14" T S. 14 15 8 S S, 14 - _26 " S -S 38 1 SRAVEL SUBSOIL Z13_190" L ('32 . 'S, T COMP SILT WATER AT 80" NO WATER N C T I R t A 0 T T L lft`_'' 26 T/P 06 NO MOTTLING MC NG 25" TS N LEDGE -E NO LEDG;E le, 8 s L I E' 18 9Ci" L �-"_, S T T/P B 3 A14 TE R 7' T 7�Dp SOIL "'ll S J B'S 01 L FDIC ­� T T 44 TP GRA"%VEL -,I" `iC -q4p 4z 4 N'D LEDuE SjL T -T n;AND T NO V�ATER f T /P Cf C NO M 0 T T L I t, F_� _TL4N G 32" 5ANC) -71 I;L C T- S, NO LEDGE N CATER' 12 4 S.S. r'j t�, MVI I Ll N t-, 34 -Of L-tj-z). I r NO LED -OE--,. WATER AT 10 C T /P BC x` su E S, 3; 1 - NO LED62E 8" _'i� -I' I SAND, MED , . _lL T//P 4-B 8 -- 44 'S L, ROCKS 0,- 14 T T F CDC 42'-912 %3PFAVEL I's TATER S I ­­ 8" 14-- 48" � , z '1 G VV AT IEP Iv IND 4 8 - I Cf G N-'�MOTTLIN(S L AT C7' NO `NATER 3 10 815 ATER N6 LEDGE ;CATER 4. Tl 6, 4 _7 NO MOTTLING T/P I OE NO L E DGIE MOTTLING 35, 0 1' AS--.E'--')SOR'S STREET ADDP_-_.�,35) '346 TOP NO LEDGE T 'l/ P SE) 50 SIJBS04L MGR'S LOT NUIMEER 3 0 - 1 CD 0_10" TS 06" �-,OMP SIL T Y :z ASSESS T/P 6 A 10- 39" S S 'ITER TI/P 4C 0- 10." T S, 39-90" GRAVEL ING 5" T. S NO WATER [�GE 0-40" S. S 8" j " - T Q S 40-9 L ',,' ::� i 1 4 2) NO MOTTLING WATER AT Tse P 10F 42--98- SAND TILL MOTTLING 4Y' NO LEDGE NO WATER NO LEDGE 5 5" TOPS_ -,ll_ NO MOTTLING d NO LEDGE MEG �" _ <r L T /P 6B BOULDEF T /P 4[) 0- 8" T. S, A-ATEP 8- 38" S,S., _39" c, S 38- 100" L�G.S.T OTTLiNG LEDGE 7 .D,''--9 " 2 SAN WATER AT 80" N OD ',v 4 T E R T T L I N C, N"D MOTTLING IJ0 L EG •E N'-, 'LEDGE L f-\ eN ATION MAP UIL'A I it$=1000, N N 1,45 19 3 MIN. PERC TEST DATA I: _5 5 LOT#3 66 X 5 6-3-98 z N/A LOT -1 LOT -5 LCT -9 1,5 X 1-2 1,). 00) 8 3/4' 2:00 11 1 /2" 11 . 10) - 1_ L T # 7 26 X 2.10 1 = 46 8• LOT#8 10:20 14 2 20 - 19 1/4" I 1:30. 34 X 10 30 117 2.30 - 220 1 /2" 11:4-0 1;5 X 1 .2 I,D. 4; 18 1 2: 40 21 1 l2" 'i 1 570 1 50 20" 2 50 2-4 1 /2' 121 00 00 12) 1 1 f 1" - 10 MIN 10 2 2 1 '42 MIN l LOT -6 1 45 9" Lc)1--1 0 It I I 14 C, 7 2, 05 Ill 4- 12 4:'D 14" 2,15 1 �,2 1 4 1 1-7 7, 4 2:25 12 4" 11: 4-16- 15 1 2' 3 '4 17" 4 2:45 - 13 3 4 I �0 1 ,6 18 1 2) 0 tvl I N 19 1 /2' 1 8 MIN L•'- T- 3 LOT- 7 L,--,, T - 0 7 1,2 3 (D 8 1 2 9 1-47 - 9-43 11 15 2 17, 9 5318 1 2) 12 50 25" -7 ip 1 101, C11,7) 21 i 1 00 --29 1 /4" `7 - 3 1 1:10 - 30 1 3 110,47 - 21 4 I 1 213 25" 11 20 --- 32" - Z, 2 10. 3 216 1/2- (11 5 MIN) 1" -- 7 MIN, LOT ---B LOT -4 12:32 - 10 1/2" 1:35 15, 1 /2; 1Z52 - 331 02 - 34 1/2" 1,45 19 3 MIN. 1,5 X 1 I: _5 5 LOT#3 66 X 5 = 118_8' z N/A 2 2 5 `6 1 '2" 1,5 X 1-2 V MIN. 24 A' I.5 X I 5= 54.0' L T # 7 26 X 1 5 X I = 46 8• LOT#8 H/A LOT#9 34 X M[NIMIU!'A LENGTH SEPTIC SYSTEIM FEQUIREC (BASED ON 3 BEDROOM RESIDENCE) LOT#11 24 X 1.5 X 1.2 = 43 2' LC17#2 24 X 1,5 X 1 43 2' LOT#3 66 X 1,5 X 1 2 = 118_8' LOT#4 N/A LOTS 28 X, 1,5 X 1-2 = 504 LGT#6 24 A' I.5 X I 5= 54.0' L T # 7 26 X 1 5 X I = 46 8• LOT#8 H/A LOT#9 34 X 1,5- X I , 2 = 61.2' LOT #10 26 X 1;5 X 1 .2 = 46.8' RE F E7REN(_LE_ MAPS - 7 1. "ORLLINDO SUBDIVISION PLAN PROPERTY OF EK41LIA FIRES FTE# -,'_)_l M01"-fT",�ILLE,CONN. SCALE: 1 =100' NOVEMBER,1977 PREP�'-IRE_­' E3 Y: 11 iP, '--,ANDPA J. PESCATELLF A tl A P SHOWING LAND OF t`l%NTH 0f BOOTH (LOT 16) 16HURCH, ROAD & GAKD;'L, �ONNECTICUT N0,906-'89 DATE 6/6/89. 7 j L_ OF ANTHONY' J. JR, P PE t%l A P SHOWING LAND 1 E LL' A __C 1� 1EC TI Cl 1 -T_ '--'CL E B-JOTH LOT#15 16 HtJRCH ROADE"LE, 1T N0,210'3-77 DATE 5.1/11-5/77, 4. "PLAN SHOWIING STAM-"TELOS CONNECTICUT S)T#'4JE ROUTE 16_7B07FAH F, MOIL TAILLE. WONNEC-TICUT SCALE: 1"-40' JANUAR'I" 5. A,�N OF M CHARLES LEHMAN TO' �'t,-ITVILIL_E, "U", 171 FLAN OF PROPERTY 'F EST. OF vv R PALMER,EN' 'RS SEPT,1968 !-'LE 1"=4 HANDLE S OFT. 6 SUBDI"IS-101,4 PRO, EIS OF N411 DRED JOHNSON RTE#16 D,`- A A P R i FJ,3 NT I LL E, C ONN SCALE -.1"=100' APRIL 1918 PREPA,1_1�'EU B"( BERAFD hi E P L S) C "CONNECTICUT ST4ATF H I G H 14 DEPARTMENT RIGHT OF *,�Y Li AI' 'JF 'v tit; I`A0NT1ILLE-B0ZRAH ROAD FROM THE NORWICH-SALE,,l F0i'\D NORTHERIL) T,.-, P,ll H TOAr"N LINE. POU Ti:_' NO.163 NUtlBER 8'5-03 SHEET IND 1 OF 2 0.01f CON Ali 12A. % r�)53 jq lk %_;a a 34 No. 9679 10, 10 00 u BEL-UBSTANTIALLY IEF, THIS M.AP IS S DAI El/_ i 7 TH T I S S, 1' E E ED j T- L THE t "jFF i F -D P JAL, l_` �p' p F rD TF 'F t,l 0R DRILL H 0 L E T(_` FE _N E FRONT `)"r, F T PFkJ 41 -z # FE 12-177 T t r�!, jv� DATE _2! SED F_ 7-1°I rOMlwjlEf.T• SHEET RESUBDIVISION PLAN JUNIPER FARMS 'REPARED FOR ALAfA' E. DENISON CT.RT.#163 DOYLE RD. C 1 RD MONTVILLE, CON NE"TICUT AIIIIIIIIINOW11h, = AW CHAN3DL_E:R, PAL -MER K. 1,4 i lw m Aw 110 BROADWAY NORWICH, CT 06360 S60-883-3397 FAX as FILE COPY 9 N ROGFR L. BONVILLE LAURIE J. & DEAN J. FESTA N22*2X52"E il 33.1 f-3 L R 4 y ,'%3SUN!ED STREET LINE -'[PLINE PIOM Rt':;^,'-, N/F GAY QUARTELLA MON- TO, BE '-SET A = Q3'47' 08" R = 2329.35' T 76.98' L 153.91' CND = 153.88' CHD BRG - N2417*26"E REES & BRUSH WITHIN 10' OF PAVEMENT TO BE CLEARED TO PROVIDE ADEQUATE SIGHT LINE (300'+ NORTH, 250' SOUTH) "/iv,-•. a =ore 37'S1~IM GN T0 R 2--l9.35 IgE F L CHO �At'17 4r� ' CHD B1116 N26*44'56"E t'A SE- N/F JOHN ERIC & LISA K. CARLSON IN /F DEAN V. TINE VOL.142/PG.635 N/F MERLE I.& JILL B. N82*31'07"E 29.18"ll N83*57*1 1 "E 211.6T-"""' MY60 I R -0 N PIN IN TO RE SE,T X 1 T It -4 'NELL EXISTINC' BIJIL--1 G L C) T N C NA OPME I L DE ELC A D D I T1 N ly *F RF.UIRED A 08*52 R = 559.1)' T = 43.3W TP CSA L m-- 86.53' Tpo8 CHO = 86-45' CNG BRG - N22*52"51-E/ ow RE R - 559.17' L - 13.20' MOk T T 6.60" PON PIN CHD = 13.20' BE SET --% TP TP Tt BE SET CHD BRG - N17*46'16'NE TPS TP 1 D7$ - TREES & BRUSH wrrHIN 10' OF PAVEMENT fit TO BE CLEARED TO PROVIDE ADEQUATE SIGHT LINE (250' NORTH, 250' SOUTH) A F BUR -- ---- IRON PIN B #347 P I TP T TO BE SE 07 "w 11RC4,11 PIN --'F TI ON BE SET I S Ij B JE TPD C15 A Nj T A N C c c 0 or W, or vo -10HIVS0 N IR ON F -I N TO BE SET 1-11 0 '�L V-40 r t t A 0 NO. 79 R4 406 -lift 11 /Jc(L -tp8 foll, 0�' m ol 10 A w 12- VISSIOW� L - )ESCRIP -3 REVIcEC MMENTS PER C 0 -919 PER COMMENTS eta TO 1,4 WN- COMME TS LEGEND ,AvIETLAND FILJ'j, T ESTPIT PERC HO'LE--- U T1 L 1 "1" P C L ----- - GN LR, I LL H 0 L E Fl-- Tt- ,,A EkAVA L'( JUNIPER FARMS PREPARED FOR JILL B JOHNSOi� 61-, ALAN E. DENISU"ill' C--1,RT.#163 DOYLE RD. CHURCH RD MONTVILLE, CONNECTICUT W ANV CI-4AN]:)L-E:R, PALME*.R $6 Kl'-,'I,JCi Nk SAW "Now" NAM wo a V& Uo PRO"VAY NORWICH, 0636,0 860-989--3397 FAX 06,1, -St 6 `6'1 _4 N/F JOHN ERIC & USA K. CARLSON _5 3 N 74-10 Sl 8*0545"W 82,39' /V?4 -01 346 13t TPD Tpc 07', OF 'jul'AlSotV Sgt °58'33"W N/F 68.06 rl FIN KEO T.& JOAN M. RANKONTZ S74*1 0*0 7 . f#E 3, 000001" x. 25' S74 o 0l� , ol GRADE AREA WITHIN 10" OF' PAVEMENT 10 0 ow TO PROVIDE 300' OF SIGHT LINE (SOUTH" SIGHT LINE NORTF4 400, X ............. . .................X r.E,,, J,vl E Pl' rE I.- ,l D, P F F s 4-10, 111), �'E IN L 'J D D ha' i 'J'AINEC' B)" �J 4 Fl, E A �13 I RE- No dy *4v N/F RICHARD H. TPA WHITEHEAD III, N F Z� 1 Tl 2,3 2" TPC �0. R 355.61' ------ BARBARA J. & PAUL M. 7 7 53,81 #,' # CUBANSKI TPS CHD - 106,4"' f I �tl CHO 293/PG. 35 BRG = N 1 41 1 5,93*F_ F_ E -)E H L � nw VOL. 18. 02' K TPD°'_" Z�, 03*2200' R 355.61' C6 18.70' S45*35'1 7"W 10�45' OR 20.90' S84*24'18'E (> i D = 20,89* Ca H D BRG - NO3'54'42"V H IR S, v loc LOA x F N T00<PILE iRON PIN co 577_7,- TCD BE S�� LOAM 1 f7l OE 10A TP S43 *22'41 W ILE r -i-TP 27,07' 4 1 OD 71 if S44*41 1 5 13 4,3 6,3 5 'Al P R 20C, 00'1 OF' 2 5,02' T Zfj L 20.81 PT ' S50*1,3'38'*W Z J', CHD 118,98' 1 A' CHD BRG N15*04'36W MON ✓ e;A#-r Tp E3 S4844"oaww, 7.82' 13E (T TP TPA 20,4 S47 "41'43"W TPC �'FF N() TV 4116 4Z47' '13 WI_Fl 55 S32-04 -W I GAK -V Jr - N 2 14 0 A INDYCARL S.& C S39#1 7'49'"W TPSBOURNE G.34 2.3.50' VOL. 293/fj S23*1 7'4'7*W V&Fl 60 z� 27*38'46" 400-00 1,3 c- p p 38.27 98.42' 5 191010 S24*01'42oW C HD ' .14' CHO B191RG N4612'16*W V, RAYMUNDO R. 56.24 BIGALBAL4S25*1 3'40'oW . . . . . . . . 1"(DAK ><- PIPE TREES & BRUSH WITHIN 10' Of PAVEMENT 'to , 35.02 F MON TO S24*3743"W 70 BE CLEARED TO PROVIDE ADEQUATE SIGHT LINE 'NW TO INETERSECTION, SE 400':t)t. 4 GUTTER FLOW TO BE MAINTAINED IN FRONT OF A 10'44'36" Flo PIPE f R = 1000.00 149 1 96 N T 94.03' (SEE DRIVEWAY DETAJL ON SHEETI #5) 0* LOTS #5 & #6 AND THIER RESPECTIVE DRIVEWAYS" L = 187.51' op CHO = 187.23' T TREES (6) TO BE REMMHO '01-- CBRG N65*2358o*W TO PRC ADEQUATE SICAT UNE (NW TO INTERSEC710N, SLE 450'*) 297 PAVED LEAKOFF TO BE CONSTUCTED cb AT THE TIME OF DRIVEWAY INSTALLATION. DIRECT FLOW TO DR AY CROSS CULVERT, RIGHT TO DRAIN TO BE GRANTED TO THE 40 N /F TOWN OF MONTVILLE KE'-",-4ETH J. & FRATONI N/F JOSEPH F.A. & YENA C. TURCO MON T A = 21*07'33" T BE SE R 430. 00" T 80.18' V&Fl L = 15a.55' CHO, = 157,65' 4,. CHO BRG - N60012 29" S1672'39OW 'XI -4E \A3 864 N/F VALERIE P. & WA` NE A.-, SMITH r,� / F /AN-FHONY J. 'JR. & SANDRA PESCATELLO VOL. 131/PG.780 3/4- IRON PdPE FND N[) F� A(-:, ST !P 1 - TP F PEPp T, UTILITY POILl I C DRILL HOLE- F CAJN D RESUBDIVISION PI -AN JUNIPER FARMS PREPARED FOR JILL B. JOHNSON & ALANE. DENISON CT,RT.#163 DOYLE RD. CHURCH [RD, MONTVILLE, CONNECTICUT 4W CHANX)L.ER, PAL -MER 66 K _AW Illow-Mi & UO "Y MORVICK. CT FAX 9611141*-,,ci Dir DE C R I P T 1 iN ER COMIVIEt� PER OMMENT') —4 9 TOON', COMMESN TS 4-1 --I 10T LINE RQA!f\.., N IS, N[) F� A(-:, ST !P 1 - TP F PEPp T, UTILITY POILl I C DRILL HOLE- F CAJN D RESUBDIVISION PI -AN JUNIPER FARMS PREPARED FOR JILL B. JOHNSON & ALANE. DENISON CT,RT.#163 DOYLE RD. CHURCH [RD, MONTVILLE, CONNECTICUT 4W CHANX)L.ER, PAL -MER 66 K _AW Illow-Mi & UO "Y MORVICK. CT FAX 9611141*-,,ci rR JI k PIN a SF -1 -- H_ < Ea..._ v jutt Ry i tN .. C[ n, t. Y V t1 ry, TP B G P R ", r' 10* ,f iF55- • �l C „i- } !�jj !! , TPA `�. p .. v , t ttgg ✓ ry- ..:a, S , I$ri , EMI IBES ' DAM T��� � r P > w," TF, VOL. tH ° 1 --,'"�. , cis• Y'c,r^' • "'�, `- � r , � _1/PG.1023 , • f i ......__ 9 I 1 i t Q • , , , YAF125 a rT s • . •'+, _..., Q 1 .,.. "' V(j{ :u Wyk \ , a �,,:...» , � • :. . • _ , • . , ' A ' . ' , • ' , ' , ' , • r , 4 _ "HJT ^� ���^ ,TQ �E � -, 2`32. " 7" tH - _ ./.' �+y f�(''�• ter' r� S02'2©1 , W S02'71 � , .. • . � W 110. , . •" . • • . . • , ' . • , • , , . "----... � `.,� C ._ k.11�F � • '; '; Sat rGllr I •._. , f TO BE SE T 1J, WLF1 31 - "} -___- ._ _- -- _ --• 81.50,;` PTFE , ,. EAM,- �,,Im T30 r - _ _ 48 w i T x 5200 f' i ay _T f ' T 31.25`iNSTALLED AS , OT STAJE G� Q 00*45'OV CHO = 62.50' tt P TI UT � 4 01'26 55 �' 1142O.f {}' CHD 8RG SOOW'49"E � F R ROBERT P. ANDRE R 11420,00' ;i" T 75.00' _ ANDREWS � Ry SBEE VOL.1 28/P N/F L L = 28&75 IN .. CHO150.00E�i�� CHD=288,75 EARL J & OPH E CHO BRG S00*31'1 O"1N O ti, r r CHO BRG=SO1'37'13"W' NN F AR' r+ �o. 9679 ®tS w SI ON -*. DESKRIPTiON —COM MEN T` F CON!%4ENT 5-' T 4 -C MENTy RE -'-SUBDIVISION f'LtiN JUNIPER FARMS PREPARED FOR JILL B. JOHNSON ALAN E. DENISOU CT.RT.#163 DOYLE RD. CHU R --' H RLC MONTVILLE, CON EC -FCL. . ... ,..... . AW Ilii BROADWAY NORWICH, CT 06360 860 -889—t* 7 F 4,6 BE� r Wince s been spread, all depth of 4 inches. n the topsoil I ­a stones two inches or larger In any dimension will be removed as well as debris. Apply agricultural ground limestone at tris 12EYELQEMENI QQNT OL PLA r rate of two tons per acre or 100 lbs. per 1000 s.f.Apply, Mow1 fertiliz-er or equivalent at -a rate of 300 lbs. per OF ROAD During the stabiliz.attion perind, all eros cn and sedint nt 01 AN, NT Q Z) 1, -open -ontrol measures shall b,,-- maintained in p rot .iii RESUBDIVISION PLAN JISED or der, The Ownrer's representative 5hC-11 be res--ponsible for JUNIPER FARMS x 0 checking all erosion and sedirrient contircl measures on i'l PPEPARED FGF<,, WN COMMENTS tw'hce-weeki"; basis during the stabilization oeri,od and after JILL. F3. JOHNSON & ALAN E. DATE J IJ t,, ecc­ h s t c, r ry-i event, During the stabillzath:j- 'i period with CT RT:. # 163 00 1_E RD. CHI-JPCH R0 OY1N respect to the site, any erosioni whi,ch cr,jurs *1thin MONP,1ILLE, C1 NNE A disturbed aretas shell be in-infediately repa -ed, reseeded ard n, e s --.3 1[-) 1 ;i I za ti c, n ha's keen C o n-) p I e, t ed anti e rt'f",- a t I o n thereof ob"131ned in w-riting from the E,­.forcement Officer" kyl o - - -1 -ol of th�:-- Tov,;,n ll -IJ Montville; erost n and sed ti red for I. ResuLd'vision Plan JUNIPER FARM'-` prepol Le renloveed bv the �_ontroctor. Jill 8,,Johas on & Alan E. Derwscl�sn C`.PT163 0,,a,yle rd �_-hurch r,I--i Montville, Connect tcut. �,"�'--TRENCH (."onn?,,ctic _--art (,'�,uidehnes for ZS>cil Erosion .-n, Control, JQ 3, f N e w i- r!,J ,­- .'a T i "Y i R UABBI E N�2,LLAIIQN & M&NILNANUm D I g ai 6 trerr_­h :�n the uphill side of the barrier la :anon. II ot +the barrier Position the posts on the do,,,inhili sde and dri',e the pc-_,, -,t 1,15 feet Into the ground. Proposed L)t-veloperient will ollow fc,r the -Creotfon of 10 n k? v, i f r - n-, 1 1 Ac re t 12.45 cre- But Iding Lots ranging in 5,7e 1 1 tn the trench to pre,,c if ­oy the L . jm 61' of the fabric The development of each lot ��killl 'r~ ,guise the dIsturb,,,.3nr_e underr-nin Ing and backfill. of approximately 0,25 +,/- Acres. 4, InspeCA and repair barrier after heovy rainf,11111, U%_ 5Sedirnient deposits are to be rerno,;ed when they reach a height of one foot behind the barrier- and ,are to be The proposed site is composed of Ire followirljq S011 tipes� deposited 'in an area which is not regulated by the Inland Adrion and Palms "Aa '*'etlands Clc)mmission, Cantnn and Charlton "Cc -B" "ac," be made twi 5 Inspections and necessary repa r IVI ice 1 "horlton-Hollis 11 'A' e i,z', 1,-, 1 V, Chorlton -Ho, Ills "Cr '° Hollis -1-1,horlton "Hr Cl" PE TE Ridgebury "Rn" j Woodbridge ­1hx8" 56LL IN5I&LAIIQ -"A1NIEUANLL- "Ac" - Poorly drained soils located in glacial tilf uplands with percent slope t --ed around oil proposed cotch basi 1, Bales sholl be pla,_ I r=, with 11.he erods of the bales tightly =-jbuttlng each other, "CCB" Very stony fine sandy loams,"I to 8 percent s'lopes. E ach bale shall be securely onChored with at least 2, Cry.. -- Fine sandy looms, very rfo c P, y, to 151 per Gent. sliopes, stakes and gaps between bales sI­aII be Aedqed with strr, w to prevent water from passing between the bales. CrD" - Fine sandy looms, very, ro c k y . 15 to 45 percent slopes ( V, I _Z,repair or replace inspect bales after each storm and HrD" &.itcrop complex, 15- to 45. percent slopes. promptly as needed. Remove sediment behind the bales when It has reached half the height of the bale and deposit in Rn Extre"mely stony fine sond%, on area which is not regulated by the Inland Wetlands Commission, WxB" F"pe sond-y loam, 3 to 8 4. --Inspections and necessary repoirs will be mode twice weekly: UMLDEMENT SOEDILE It is anticipated that grading and construction activities associated, this development <be done on an individual basis RARY TEM OVEQEIAIIYE CQVE13, with will A-� en­ir,,orary seeding of Rye �'2rass will be completed withiir. 1 �, as t -hey become necessary, sary, l 1:j :j I da,,,,,9 cf the formation of sto-_-kpile(s). If the soil ;in the, has been compaCted byo ns t r uc­ t' ions I 15s --),hall be locsened to a depth Of 2 iin-hes betore the C'3NSTFUh�TI1-'[,1 fertilizer, lime and seed Is- applied. 1C-10-10 fertilizer at I erosion :)n,,,A Lsediryienl sfructures. i a rate of 7,"5 pc,,,jrds per 1000 s,f, and lime stone at a rate of Install 90 lbs. per 1000 s.f..: shall be used, Rye Gross applied at a 1-1 4- :dear and grub itarea, topsc)I� se, rate of 1 lb. per 10-00 s,f. sholl provice the temporary , egetative co,,-EeC Straw or hay, free from weeds and coarse 3 Complete rough grading, install utilities land drainage rnatter shall be used at a rate of 70-90 lbs, per 1000 sJ� -is a f, equipment up temporary mulch. Apply mulch and drive tracked equipri 4, Begin development o1ndPAJ(ja1 lots, and down slope over entire surfa�_ce so cleat marks are parallel +o rcn'ours 5. Complete final grading of site. 4• iT 6Loom, seed and mol.h side slopes and disturbed areas. Remove erosion and sedirrient contr--d Topsoil will be replaced once the excavation has been completed and the shoulders are graded to a slope no greater ,, than 7j to I . Topsoil will be spread a' a minirrium corrip)C_ted Wince s been spread, all depth of 4 inches. n the topsoil I ­a stones two inches or larger In any dimension will be removed as well as debris. Apply agricultural ground limestone at tris 12EYELQEMENI QQNT OL PLA r rate of two tons per acre or 100 lbs. per 1000 s.f.Apply, Mow1 fertiliz-er or equivalent at -a rate of 300 lbs. per OF ROAD F 1 `7]0 1 ON S Z) DESCRIPT10H 4� DE-Ep E JISED Z ZD NN COMMENTS x 0 8' HIGHER THN4 GUTTER ELAN OF) P D lj L iNE OF ROAD 6' HIGHEP THAN U JI I T ER I CUUT I ER �- �AQ CURVE IN DRUL OF ROAD 6' HIGHER, 114AN GUTTER—,,, GUTTER VARIES 0 QEE:Sj QURYE tj DRIYL N 01 T E ABOVE ISE TAI i":, ',."HALL BE USED 'iW'HERE A STORM DRAINAGE T E:M IN THE ROAD EXIST RESIDENTI& DR AY DETAILS 'r NO I TO SCALE 'kill !:ON�IRUCI tj EbIJE13 ANC 140T To '_'CALE Prior to the commen--ernem 01 Opt' -1 jL;U"::, 1" -7 and fertilizer into 10' 'VIDE lany permit issued by the T(,,..-*vn of f4ontville, the Contractor acre or /,5 lbs. per 1000 s,f, Work lin-te PROPOSED DRIVE,,/AY of 4 inches. Inspect seedbed before -)sures. the soil to a ,depth shall install all erosion and sediment control area; seeding. If traffic nes compacted the 'I, ret s o I 4' MIN, PROC `ED ES.S 7: N` -n' E,,17-11 . compacted areas Apply the folk-),hing gross see1 t Ix. GRAVEL DR EQIJIVALEIN;��-, LOAM AND -H SIDE-- Thie Contractor shall obtain a site inspection from the Town of -00 s -f, SEED SLOPE Mont,ville EnforCement Officer to ensure that all erosion and _11eed k4txture lb -3. /acre lbs. U - I BOTH SIDE D, sediment control measures .iave been installed in accordance with Kentucky Bluegr,:isS 20 18' MIN BAWRLIN GRAVEL. ------ lt,i�TALL this narrative. Upon i-ertificction with respect to the instollotion MODIFIED RiPP P Creeping Red Fesscue 20 �45 INSTALL PIPE AS REQUIRED A. BOTH, SIEE_`_ of erosion and sediment co-itrol measures, the 7 Perennial Rye Crass commence pursuant to the permit. Contractor may comme 4 15 1.00 Erosion and sediment control devices shall be installed in EXCAVATE 18' OF EXI'S'TING MATERIAL/ accordance with the "Filter Barrier Installation The recomr-riended ✓ seeding dates are: BACKFILL vilTH BAWRUN GRAVEL E X1 S T I NG GRADE Maintenance" and "Hay Bale Installation & Maintenance" sections of this narrative hereinafter contained. April 1 - June 15 and August I September 15 DRIAWAY DET61L ollowing seedifi ng, rm seedbed with a roller. eh. 4,1ulch All stripping is to be confined to the immediate FLEII W immediately folko�,vinq seeding. If a permanent vegetative N07 TO SCALE construction area. Topsoil :hall be stockpiled skol that stand cannot be established by Septernber 30, apply a temporary slopes do not exceed 2 to 1. A haybole sediment barrier is cover on the topsoll such as nettling, rnot or an organic miulch. to surround each stockpile and a temporary vegetative cover p r o,./ 1 d e J. Dust control will be accomplished by spraying with water and if necessary, the application of calcium chloride. The proposed Planting schedule is to be adhered to during the planting of disturbed areas throughout the proposed construction site. Final stabilization of the site is to follow the procedures outlined in permanent vegetotive cover. If necessary a temporary vegetative Cover is to be provided until a permanent cover can be applied. Z VON 0 0 L No. 9 000 < FA 1,P IL.--._ r i€ aLL wig _ 'C ­ LJ T T T 'f L F `LE,`kINING 7,, 11 C 0 M P kIll f- T E D LAJ A C, K F L L J- I L) T D E F 1 `7]0 1 ON S DATE DESCRIPT10H 4� DE-Ep E JISED 2--5-99 NN COMMENTS 4- 5-99 R COMMENTS 5 _7 -_ 99 WN COMMENTS DATE J IJ t,, 1 14, 1997 SCALE: AS OY1N SHEET 55 5 A FA 1,P IL.--._ r i€ aLL wig _ 'C ­ LJ T T T 'f L F `LE,`kINING 7,, 11 C 0 M P kIll f- T E D LAJ A C, K F L L J- I L) T D E I U RESUBDIVISION PLAN JUNIPER FARMS PREPARED FOR JILL B. J HNSUN 8"c ALAN E. DE1"`flSU"1L CT.RT.#163 DOYLE RE). CHURCH RD. MONTVILLE, CONNECTICUT M APW C H A N 1) 1—ERS AL. F;1 K" 3, r (11% EROSION & SEDIMENT CONTROL & DETAILS 4� DE-Ep E IALL, I U RESUBDIVISION PLAN JUNIPER FARMS PREPARED FOR JILL B. J HNSUN 8"c ALAN E. DE1"`flSU"1L CT.RT.#163 DOYLE RE). CHURCH RD. MONTVILLE, CONNECTICUT M APW C H A N 1) 1—ERS AL. F;1 K" 3, r (11% EROSION & SEDIMENT CONTROL & DETAILS 4� DE-Ep E 'D, T G- A �,"�'--TRENCH THE L E OF A H A f R AiS ;9 1,4 pp-, :[EH 7ri D, PE TE j t "pi"rt T ( V, I T ij l 1:j :j as 171 15s I U RESUBDIVISION PLAN JUNIPER FARMS PREPARED FOR JILL B. J HNSUN 8"c ALAN E. DE1"`flSU"1L CT.RT.#163 DOYLE RE). CHURCH RD. MONTVILLE, CONNECTICUT M APW C H A N 1) 1—ERS AL. F;1 K" 3, r (11% EROSION & SEDIMENT CONTROL & DETAILS