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Home My WebLink AboutSite Plansa z , Q 18 .11 DH S,. 36•--17`--46" E v 33.42' - `' 0 R Geo R• ''~ ate• c7 z -- , O Hsazio N`,t HAM sHIR qNE LLi TB RHODE ISLAM z N DR c) QDTP #102 a\ 0 DAF o. \ • \ `e , 2< off• PERC A. HELTCO • . tea fi \ n PR / _DTP \ 10.1.. 10459 `'' `., M N 15 u, TEs ° S\ i 32 0 h ot TES OX 41 DTP DTP #203 TBs \ . , RI EXISTING J6'820 WELL _ ,...-•--•, , \ \ Vis: \, 1 • \ \ ,, DTP #204 ! y TBS` ci c , \ ' / DTP #304 r i TBS \ 2A4.27 PROPOSED \ i S 84•-05% W "" --'' WELL 26A \ \ DTPx;301l ,.:, ; `p.. r - MAKY Vol, Vr •.„ ` Ili' " 24 • . % E ,. ca 0 \ 2 t. I\ t \. . --- -- - THIS LOT WILL t• ' :` fA 3__.__.. JF 4 Tey --' REQUIRE \ENGINEERED I . # \ e SEPTIC SYSTEM --r- r- Mo, 248 61 `' ` .. TBS . N 84•- 05'--25" E-'..'"'" • • \ ,\ PROPOSED ' 40,4" 50. P:1'. WELL \ THS, --.,---- 1.1 F AGi S-•--•--•"" ' • \ _ __ --_ _- I l ._-- #22 21 mow r af • .-_ M X20go ul 1g 17 NOTE: LOCATION OF ALL BELOW GROUND FACILITIES TO BE DETERMINED IN THE ' FIEI..D NOTIFY "-CALL . BEFORE YOU DIG" PRIOR TO ANY EXCAVATION OR EARTHWORK. 8'=--32'--44 W 86,85' 89':-5'-5 --3T W.._..... 151,21' -. . IP ; DH lT1 17 Q cvY LOrt'' LUT' lYUN L-40or 54 5 40,& 7 5r 4r7l_" /S I kC hl`rAL 150 rf. 150.171 t r 99.50 MIN flevl-tr` sa z , Q 18 .11 DH S,. 36•--17`--46" E v 33.42' - `' 0 R Geo R• ''~ ate• c7 z -- , O Hsazio N`,t HAM sHIR qNE LLi TB RHODE ISLAM z N DR c) QDTP #102 a\ 0 DAF o. \ • \ `e , 2< off• PERC A. HELTCO • . tea fi \ n PR / _DTP \ 10.1.. 10459 `'' `., M N 15 u, TEs ° S\ i 32 0 h ot TES OX 41 DTP DTP #203 TBs \ . , RI EXISTING J6'820 WELL _ ,...-•--•, , \ \ Vis: \, 1 • \ \ ,, DTP #204 ! y TBS` ci c , \ ' / DTP #304 r i TBS \ 2A4.27 PROPOSED \ i S 84•-05% W "" --'' WELL 26A \ \ DTPx;301l ,.:, ; `p.. r - MAKY Vol, Vr •.„ ` Ili' " 24 • . % E ,. ca 0 \ 2 t. I\ t \. . --- -- - THIS LOT WILL t• ' :` fA 3__.__.. JF 4 Tey --' REQUIRE \ENGINEERED I . # \ e SEPTIC SYSTEM --r- r- Mo, 248 61 `' ` .. TBS . N 84•- 05'--25" E-'..'"'" • • \ ,\ PROPOSED ' 40,4" 50. P:1'. WELL \ THS, --.,---- 1.1 F AGi S-•--•--•"" ' • \ _ __ --_ _- I l ._-- #22 21 mow r af • .-_ M X20go ul 1g 17 NOTE: LOCATION OF ALL BELOW GROUND FACILITIES TO BE DETERMINED IN THE ' FIEI..D NOTIFY "-CALL . BEFORE YOU DIG" PRIOR TO ANY EXCAVATION OR EARTHWORK. 8'=--32'--44 W 86,85' 89':-5'-5 --3T W.._..... 151,21' -. . IP ; DH NLf2'A.. NO'i 5s IXED LINE Pb 1.' P' i , oho Kr_Y AARP 5CA4,M I 0 FS, SITE BR00 BLACK ASH SWAMP PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DE\/ELOPMENT OF THIS PLAN 2 j DONALD 30RDON, C IMAN OF TRUSTEES DATE r -- 2 -12 7 e BRIAN E. SCITTY, ; . , DATE DATE OF COMPLETION OF ALL WORK CHAIRMAN/SECRETARY.. DATE APPROVED BY THE CHAIRMAN OF THE MONTVILLE WATER POLLUTION COf i ROL AUTHORITY, RITIE PUBLIC WORKS DIRECTOR, THE HEALTH OFFICER,. ASSESSOR, AND THE MAYOR SIGNATURE = DATE SIGNf:3 k!F\lE DATEi:..1 CHAIRMAN -`'IY.P.C,A, - J C WORKS DIRECTOR SIGNATURE DATE SIGNAT', E DATE HEALTH Oi=FILER ASSE,SCOR SIGNATURE DATE ~ MAYOR , APPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION' 1. THE PROPERTY IS ZONED R--40 2. THE PROPERTY DOES • NOT LIE WITHIN A, FLOOD HAZARD ZONE. 3. THE INLAND ''WETLANDS DEPICTED ON THIS --MAR WERE DELINEATED _BY MICHAEL SHAEFER, SOIL SCIENTIST. 4.- CONTOURS -.REFER TO APPROXIMATE NGVD DATUM 1927, 5. PROPOSED HOUSE, DRIVEWAY, WELL * AND SEPTIC LOCATIONS DEPICTED ON LOTS 2 AND s ARE. TO DEMONSTRATE SUITABILITY,- O.F LOTS FOR. BUILDING PURPOSES. ACTUAL. L0CXrFI0,NS AND CONFIGURATIONS - MAY BE MODIFIED -PEIfDING APPROVAL FROM TH.F' APP.R0, PRIATE T01NN AGENCIES.— 6. ALL: LOT .NUMBERS AND STREET NUMBERS AS ASSIGNED BY THE -ASSESSOR. 7. LOT 3B WILL REQUIRE . AN ENGINEERED SEPTIC SYSTEM. 8. AL= -..DRIVEWAY APRONS ARE TO BE PAVED TO A MIN. DISTANCE OF 15 FEET FROM THE ROAD, S PIIC 5Y53rMM t2Al'As (DESIGN FOR THREE BEDROOM HOUSE 675 SF -LEACHING AREA REQ$fJ) LOT -3A: MLSS NOT...,APPLICABLE PRIMARY= 3--75' LONG BY 3' WIDE TRENCEHES = 675 SF LEACHING AREA PROVIDED RESERVE: 4--57' BY 4' WIDE •TR.E NCHES = 684 SF LEACHING AREA oROVIDEC) MLSS DATA: DEPTH TO RESTRICTIVE LAYER=32", OF SLOPE r 5:0 p' . 0V1/Nr,ks . MI551ONAW S( -GIM Or- CGJhG11CLt1" LUT 3B° HF=28, I^ F=1.5, PF=1.5, MLSS=HF X FF X PF = 63' MIN. ' PRIMARY= 4--65' LONG BY 3' WIDE TRENCEHES = 780 SF LEACHING AREA PROVIDED 5UOVIVIMI2s OAW&e L.NMt7 CHL Or- C M5T RESERVE= 4--57' LONG , BY 4' WIDE TRENCEHES = 684. SF LEACHING AREA PROVIDED I l 04 OLt7 GOA1011 5TVk ROAP SCALE: L t DIVISIO N PT A.N CT.. LIC. N0, 18 ID w . imimusuff 3f)-- 09C, _Z)n I100 DATE: NOVEMBER, 1997 1 A -T ID o IF01997BRIANE. SILTY L.L.S. ---- THESE DRAWINGS ARE THE PROPERTY OF DSGN/D T/CHK: TTHEENGINEER/SURVEYOR AND ARE NOT MI S'S 101! AR T.: =` S 0 C I E T Y OV CONNECTICUTTOBEALTERED, MODIFIEDTHE, OR DUPLICATED BES/BES/BES EXPRESSWRITTENANYwCONSENTo F THE ENGINEER/ DWG. ,#300-010/S1 SURVEYOR. SHEET 1 OF #1104 OLD- COLCHESTER ROAD OA.KD , CT T.,) n T A l\ T C-4 TrT-1 rV V lT1 17 Q cvY LOrt'' LUT' lYUN L-40or 54 5 40,& 7 5r 4r7l_" /S I kC hl`rAL 150 rf. 150.171 t 15c.00 99.50 MIN flevl-tr` Y 50r- 49r;r 5 0tr 50F* -r Mll i 51 I5 1°-r 59 t'°'r 15 EKY 15; 50 50 F -r 50 r -r UGEND.. \ IN ... ._ 3 A 1». IN 8 MINS, TEIS ElMONUKKNT To BE SE`r X14 10 IP IRONY PIPE 3A B 1" ! N 9 MINS. DH DRILL HOLE ,r 40 _-. 0 20 40 60 8s z00 8 3A C 1` IN 10 MINS. TBS 2.RKER 'O- BE SET GRAPlac $CAU i,. " 47 38 D 1 IN 13 MINS. STONEWALL' 13 J12 EDGE OF WETLANDS UPLINUTION 3B E r1 iN 9 MINS. 21 DESIGN FOR PERC RATE OF 1" 114.10.1 TO 20 MINS. ree 0 1 BUFFER BUILDING SETBACK LM EDGE OF PAVEMENT DEEP TEST pIT' ..(DTP) DTP 101 DTP 4102 DTP 20T - DTP 202 1-1 $1ivRu RAUEI sPERCTESTY5 `t tt 7 v . _roP 5fz 5" N Gi' P , 0 "- 8" TURSOIL :>•-- HUMUS. 0 10" TOPSOIL 0 - 10" TOPSOIL -. HUMUS 0 -- 10" 1O" -. 32' TOPSOIL - HUMUS LOAMY SUBSOIL 1, 15' D is J q , -PA U F - P A P I? o IP 8" - 22` : - 22' - 112"- ` SANDY SUBSOIL FINE TO MED SAND 10" 25" 25' 9T LOAMY SUBSOIL FINE TO MED SAND 10" --22" 22" -- 96" SANDY SUBSOIL FINE TO MED SAND 3Z* - 95' RNE TO MED SAND ARAKCF_ ' AVEi FROM F_D4. RoaD.JAY STONE - FIRM dt STONE - FIRM EC STONE - FIRM STONE N , FIRMC14TOCOMPACT1 +lT'o " i o E, 2T' l TO COMPACT TO COMPACT TO COMPACT NO WATERNOWATERNO. WATER. NO WATER NO LEDGE v ' ` .1' r Y n A oa, . NO LEDGE No MOTTLING NO NO LEDGE MOTTUNG NO (EDGE NO MOMOTTLING NO OTTUNG t EXCA lATF "i--OPSa11. t O12,1.1G ltiiaT. d C4 ' a o ' •. GAG u ` 5 C%ZAvI~- , ram - o DTP 203 DTP 204 DTP 301 DTP #302 vBl.. Au j J;-rL- 5-q -L -i Y `per -D- I WAY - 0 - 12" I Z -- 3T SANDY FILL LOAMY SUBSOIL 0 8" 20" TOPSOIL N HUMUS SANDY SUBSOIL 0 -- 10" 1(f -- 20" TOPSOIL N HUMUS LOAMY SUBSOIL. 0 - IT 10" - 20" 5e TOPSOIL N HUMUS. SANDY SUBSOIL FINE TO MED SAND F r1, yA oua t 1FtNt ti R a 30y -- 90" FINE SAND AND STONE N COMPACT 20' 80" FINE TO MED SAND ac STONE - FIRM 20" - 56" 56'" - 9.6" SILT & FINE SAND FINE TO MED SAND 20" - STONE .N FIRM NO WATER NO WATER TO COMPACT do STONE N WET FIRM TO COMPACT S SILT FINE SAND ac SILT WET ND PLAN. HAVE BEEN PREPARED IN ACCORDANCE WITH THE "RECOMMENDEDTHISSURVEYA NO Lci7GE No MOTTLING NO NO GEMOTTLING MOTTLED AT 34" WATER AT 64" MOTTLED AT 34" STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICU'r AS ADOPTED FOR USE NO LEDGE WATER NO LEDGEE sa~ BY JHE CONNECTICUT ASSOCIATION OF LAND . SURVEYORS, INC ON SEPT 24, 1992 BOUNDARY DETERMINATION IS BASED ON EXISTING MONUMENTATION, DEEDS & MAPS ON FILE DTP 303 DTP 304 THIS SURVEY CONFORMS TO CLASS A---•2 STANDARDS 0 7` TOPSOIL 0 - 10" TOPSOIL - HUMUS 8" 32" LOAMY SUBSOIL 10" - 3r SANDY SUBSOIL TO THE BEST OF MY KNOWLEDGE AND 32" 100„ MED COMPACT 3Z' -- g5` FINE TO MED BELIEF THIS MAP IS SUBSTANTIALLY SILTY SAND FANO AND SILT FIRM TO COMPACT CORRECT AS NOTED HEREON MOTTLED AT 32" WATER AT 85", MOTTLED AT 32" s NO LEDGE NO WATER GtJ(j, ` l yaY NO LEDGE NLf2'A.. NO'i 5s IXED LINE Pb 1.' P' i , oho Kr_Y AARP 5CA4,M I 0 FS, SITE BR00 BLACK ASH SWAMP PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DE\/ELOPMENT OF THIS PLAN 2 j DONALD 30RDON, C IMAN OF TRUSTEES DATE r -- 2 -12 7 e BRIAN E. SCITTY, ; . , DATE DATE OF COMPLETION OF ALL WORK CHAIRMAN/SECRETARY.. DATE APPROVED BY THE CHAIRMAN OF THE MONTVILLE WATER POLLUTION COf i ROL AUTHORITY, RITIE PUBLIC WORKS DIRECTOR, THE HEALTH OFFICER,. ASSESSOR, AND THE MAYOR SIGNATURE = DATE SIGNf:3 k!F\lE DATEi:..1 CHAIRMAN -`'IY.P.C,A, - J C WORKS DIRECTOR SIGNATURE DATE SIGNAT', E DATE HEALTH Oi=FILER ASSE,SCOR SIGNATURE DATE ~ MAYOR , APPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION' 1. THE PROPERTY IS ZONED R--40 2. THE PROPERTY DOES • NOT LIE WITHIN A, FLOOD HAZARD ZONE. 3. THE INLAND ''WETLANDS DEPICTED ON THIS --MAR WERE DELINEATED _BY MICHAEL SHAEFER, SOIL SCIENTIST. 4.- CONTOURS -.REFER TO APPROXIMATE NGVD DATUM 1927, 5. PROPOSED HOUSE, DRIVEWAY, WELL * AND SEPTIC LOCATIONS DEPICTED ON LOTS 2 AND s ARE. TO DEMONSTRATE SUITABILITY,- O.F LOTS FOR. BUILDING PURPOSES. ACTUAL. L0CXrFI0,NS AND CONFIGURATIONS - MAY BE MODIFIED -PEIfDING APPROVAL FROM TH.F' APP.R0, PRIATE T01NN AGENCIES.— 6. ALL: LOT .NUMBERS AND STREET NUMBERS AS ASSIGNED BY THE -ASSESSOR. 7. LOT 3B WILL REQUIRE . AN ENGINEERED SEPTIC SYSTEM. 8. AL= -..DRIVEWAY APRONS ARE TO BE PAVED TO A MIN. DISTANCE OF 15 FEET FROM THE ROAD, S PIIC 5Y53rMM t2Al'As (DESIGN FOR THREE BEDROOM HOUSE 675 SF -LEACHING AREA REQ$fJ) LOT -3A: MLSS NOT...,APPLICABLE PRIMARY= 3--75' LONG BY 3' WIDE TRENCEHES = 675 SF LEACHING AREA PROVIDED RESERVE: 4--57' BY 4' WIDE •TR.E NCHES = 684 SF LEACHING AREA oROVIDEC) MLSS DATA: DEPTH TO RESTRICTIVE LAYER=32", OF SLOPE r 5:0 p' . 0V1/Nr,ks . MI551ONAW S( -GIM Or- CGJhG11CLt1" LUT 3B° HF=28, I^ F=1.5, PF=1.5, MLSS=HF X FF X PF = 63' MIN. ' PRIMARY= 4--65' LONG BY 3' WIDE TRENCEHES = 780 SF LEACHING AREA PROVIDED 5UOVIVIMI2s OAW&e L.NMt7 CHL Or- C M5T RESERVE= 4--57' LONG , BY 4' WIDE TRENCEHES = 684. SF LEACHING AREA PROVIDED I l 04 OLt7 GOA1011 5TVk ROAP SCALE: L t DIVISIO N PT A.N CT.. LIC. N0, 18 ID w . imimusuff 3f)-- 09C, _Z)n I100 DATE: NOVEMBER, 1997 1 A -T ID o IF01997BRIANE. SILTY L.L.S. ---- THESE DRAWINGS ARE THE PROPERTY OF DSGN/D T/CHK: TTHEENGINEER/SURVEYOR AND ARE NOT MI S'S 101! AR T.: =` S 0 C I E T Y OV CONNECTICUTTOBEALTERED, MODIFIEDTHE, OR DUPLICATED BES/BES/BES EXPRESSWRITTENANYwCONSENTo F THE ENGINEER/ DWG. ,#300-010/S1 SURVEYOR. SHEET 1 OF #1104 OLD- COLCHESTER ROAD OA.KD , CT T.,) n T A l\ T C-4 TrT-1 rV V lT1 17 Q cvY LOrt'' LUT' lYUN L-40or 54 5 40,& 7 5r 4r7l_" /S I kC hl`rAL 150 rf. 150.171 t 15c.00 99.50 MIN flevl-tr` Y 50r- 49r;r 5 0tr 50F* -r Mll i 51 I5 1°-r 59 t'°'r 15 EKY 15; 50 50 F -r 50 r -r NLf2'A.. NO'i 5s IXED LINE Pb 1.' P' i , oho Kr_Y AARP 5CA4,M I 0 FS, SITE BR00 BLACK ASH SWAMP PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DE\/ELOPMENT OF THIS PLAN 2 j DONALD 30RDON, C IMAN OF TRUSTEES DATE r -- 2 -12 7 e BRIAN E. SCITTY, ; . , DATE DATE OF COMPLETION OF ALL WORK CHAIRMAN/SECRETARY.. DATE APPROVED BY THE CHAIRMAN OF THE MONTVILLE WATER POLLUTION COf iROL AUTHORITY, RITIE PUBLIC WORKS DIRECTOR, THE HEALTH OFFICER,. ASSESSOR, AND THE MAYOR SIGNATURE = DATE SIGNf:3 k!F\lE DATEi:..1 CHAIRMAN -`'IY.P.C,A, - J C WORKS DIRECTOR SIGNATURE DATE SIGNAT', E DATE HEALTH Oi=FILER ASSE,SCOR SIGNATURE DATE ~ MAYOR , APPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION' 1. THE PROPERTY IS ZONED R--40 2. THE PROPERTY DOES • NOT LIE WITHIN A, FLOOD HAZARD ZONE. 3. THE INLAND ''WETLANDS DEPICTED ON THIS --MAR WERE DELINEATED _BY MICHAEL SHAEFER, SOIL SCIENTIST. 4.- CONTOURS -.REFER TO APPROXIMATE NGVD DATUM 1927, 5. PROPOSED HOUSE, DRIVEWAY, WELL * AND SEPTIC LOCATIONS DEPICTED ON LOTS 2 AND s ARE. TO DEMONSTRATE SUITABILITY,- O.F LOTS FOR. BUILDING PURPOSES. ACTUAL. L0CXrFI0,NS AND CONFIGURATIONS - MAY BE MODIFIED -PEIfDING APPROVAL FROM TH.F' APP.R0, PRIATE T01NN AGENCIES.— 6. ALL: LOT .NUMBERS AND STREET NUMBERS AS ASSIGNED BY THE -ASSESSOR. 7. LOT 3B WILL REQUIRE . AN ENGINEERED SEPTIC SYSTEM. 8. AL= -..DRIVEWAY APRONS ARE TO BE PAVED TO A MIN. DISTANCE OF 15 FEET FROM THE ROAD, S PIIC 5Y53rMM t2Al'As (DESIGN FOR THREE BEDROOM HOUSE 675 SF -LEACHING AREA REQ$fJ) LOT -3A: MLSS NOT...,APPLICABLE PRIMARY= 3--75' LONG BY 3' WIDE TRENCEHES = 675 SF LEACHING AREA PROVIDED RESERVE: 4--57' BY 4' WIDE •TR.ENCHES = 684 SF LEACHING AREA oROVIDEC) MLSS DATA: DEPTH TO RESTRICTIVE LAYER=32", OF SLOPE r 5:0 p' . 0V1/Nr,ks . MI551ONAW S( -GIM Or- CGJhG11CLt1" LUT 3B° HF=28, I^ F=1.5, PF=1.5, MLSS=HF X FF X PF = 63' MIN. ' PRIMARY= 4--65' LONG BY 3' WIDE TRENCEHES = 780 SF LEACHING AREA PROVIDED 5UOVIVIMI2s OAW&e L.NMt7 CHL Or- C M5T RESERVE= 4--57' LONG , BY 4' WIDE TRENCEHES = 684. SF LEACHING AREA PROVIDED I l 04 OLt7 GOA1011 5TVk ROAP SCALE: L t DIVISIO N PT A.N CT.. LIC. N0, 18 ID w . imimusuff 3f)-- 09C, _Z)n I100 DATE: NOVEMBER, 1997 1 A -T ID o IF01997BRIANE. SILTY L.L.S. ---- THESE DRAWINGS ARE THE PROPERTY OF DSGN/D T/CHK: TTHEENGINEER/SURVEYOR AND ARE NOT MI S'S101! AR T.: =` S 0 CIE TY OV CONNECTICUTTOBEALTERED, MODIFIEDTHE, OR DUPLICATED BES/BES/BES EXPRESSWRITTENANYwCONSENTo F THE ENGINEER/ DWG. ,#300-010/S1 SURVEYOR. SHEET 1 OF #1104 OLD- COLCHESTER ROAD OA.KD , CT T.,) n T A l\ T C-4 TrT-1 rV V