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HomeMy WebLinkAboutSubdivision Plan 11042003v NIF PEQUOT LEDGE CAMPGROUNDS LLC VOL 336 / PG 737 ,�' RIGHT OF WAY t IRON PIPE i TO DOYLE ROAD FOUND IRON PIPE , GRAVEL DRIVE) IRON PIPE FOND CONCRETE FOUND L _ i , IRON PIN _ I?OUND i MONUMENT w. � 0 G h LOT RIGHTS � ti OL35 SUBJECT T FouND FOR USE OF EXISTING DRIVEWAY IN FAVOR OF COOPER & AHAMED IRON PINI FOUND i � POLE UNE RIGHT OF WAY INFAVOR N/F SULTAN & ANN M. ANAl 1 ED IRarr PIN i IRON PIPE `� �� OF CONNECTICUT LIGHT & POWER VOL 128PG 80 FOND-.... � FOND � �. 1 ��'� CLP IRON PIPE SET 157--F DOYLE ROAD 'POLE LOT X005 ovN IPE' F;ST: Q? `. n CLP SUF;A Y 1.) THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b--20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIA71ON OF LAND SURVEYORS. INC. ON SEPTEUBER 26„ 1996. THE TYPE. OF SURVEY PERFORMED IS A PROPERTY SURVEY CONFORMING TO HORIZONTAL CLASS A-2 & VERTICAL CLASS T-2 STANDARDS OF ACCURACY. ff IS A DEPENDENT RESURVEY PER MAF' REFERENCE #12. ELEVATIONS ARE BASED ON U.S. GEOLOGICAL SURVEY DATUM. PROPOSED SUBDMSION LOT LINES BASED ON AN ORIGINAL SURVEY. THIS SURVEY WAS PREPARED TO DEPICT THE ORIGINAL. BOUNDARY AND EXLSTING O:ONDTTTONS OF THE SUBJECT PROPERTY FOR DEVELOPMENTOF A RESIDENTIAL SUBDIVISION. 2.) THE SUBJECT PROPERTY IS SHOWN ON THE TOWN OF MONTVILLE TAX ASSESSOR MAP No. 57 AS LAT 30 3.) THE SUBJECT PROPERTY CONTAINS 18.77-* ACRES. 4.) REFERENCE IS MADE TO A CONVEYANCE FROM THE ESTATE OF MILO LIGHT TO ANNE C. LIGHT RECORDED DECEMBER 24, 1958 IN VOLUME 66, PAGE 102 AND TO A CHANGE OF NAME CE3tTIF1CATE RECORDED DECEMBER 24. 1958 IN VOLUME 66. PAGE 103 OF THE TOWN OF MONTVIU.E LAND RECORDS. REFERENCE IS MADE TO A DEED TO BRIAN P. AND BRIENDA LEE McNAMARA RECORDED IN VOLUME 397, PAGE 499 OF THE TOWN OF MONTVILLE LAND RECORDS. 5.) BEARINGS SHOWN HEREON ARE FROM MAGNETIC NORTH BASED ON FIELD OBSERVATIONS DATED NOVEMBER 13, 2001 6.) DEUNE'ATED WETLANDS IDENTIFIED ON THE GROUND BY IAN COLE, C.S.S. MARCH 24, 2003. N/F NORMAN COOPER S LAND TO BE CONVEYED TO S47'34' 11 "W cRAF - = - - - - - - , VOL 288 / PG 706 DRIVE BRIAN P. & BRENDA LEE M'CNAMARA IRON PIN 87'± (TOTAL) - - 157-E DOYLE ROAD FOUND AREA 7,956± SF k a % .. i IRON ROD r sf�= IRON ,�j9 ''`i,\" �,. FOUND` LIMITS OF DS ; 00 ' N/F PIPE 'S`L � `� ' ` ;��y1 � '9?, 5,2�,+ ROD INLAND 1� / PROPERIY LIME IS chi EDGE OF WATER SETS z5p,� (>+ T FOUND PEQUOT LEDGE C'J IRON CAMPGROUNDS LLC 204 ALONG WATER (LOT #W5) PIPE SET VOL 336 / PG 737 S5(�'36'44"E 320.98 (TOTAL) rod WLP 15 7 DOYLE ROAD +b, 12.08 #6A IRON PIN (SURVEY CLOSING LINE) ` FOUND 15'± N/F 4 nRIE L F`� L�.. BRIAN P. & BRENDA LEE _ _.. .. w..w ......www I.►i► e'frIY/R> '. 'IA �. me L ri 0 1.) "PLAN OF CAMP PEQUOT PROPERTY OWNED AND OPERATED BY ADRIAN do JANET LOPER. GARDNER LAKE. MONTVILLE. CONNECTICUT", SCALE; 1 INCH - 100 FEET, DATED: MARCH 9. 1973, BY CHANDLER, PALMER & KING. NORWICH. CONNECTICUT 2.) "PLAN SHOWING LAND do BUILDING NOW OR FORMERLY OF CORNEUUS P. & MATHEW P. McNAMARA, MONIVI LE, CONNECTICU"r, SCALE: 1 INCH - 40 FEET, DATED: OCTOO R 1967, REVISED: JUNE 1970, BY GEORGE H. DIETER, L.S. 3.) "PLAN OF PROMW T4 BE CONVEYED TO ALFRED FRIF:DLAND AT GARDNER LAKE, MONItVUE, CONNECTICUT-, SCALE. 1 W i = 40 FEET`. DATED: SEPTEMBER 1961, REVISED: MAY 20. 1969, BY CHANDLER & PALMER, NORWICH, 4.) SURVEY "FOR ELIZABETH F MGNAMARA", SCALE: 'I INCH = 40 FEET, SURVEYED: OCTOBER 30, 1920, PLAN MADE: APRIL 1. 1921. BY CHANDLER do PALMER, NORWICH, CONNECTICUT 5.) 'PLAN OF PROPERTY TO BE CONVEYED TO MICHAEL JAKUBOWSKI BY ANNE C. ALQUIST. GARDNER LAKE. MONTVILLE. CONNECTICUT", SCALE- 1 INCH = 40 FEET. DATED: NOVEMBER 1971, REVISED: NOVEMBER 27, 1971, BY CHANDLER & PALMER, ASSOCIATES. NORWICH. CONNECTICUT 6.) *PLAN OF PROPERTY TO BE CONVEYED TO BENJAMIN C. & ROSAL IE JANOWICZ BY ANNE C. ALQUIST. GARDNER LAKE, MONTVLLLE, CONNECTICUT". SCALE: 1 INCH - 40 FEET. DATED.- NOVEMBER 1971, REINSED: JANUARY 1972, BY CHANDLER do PALMER, ASSOCIATE'S, NORWICH, CONNECTICUT 7.) 'PLAN OF COTTAGE PROPERTIES OF ANNE C. ALQUIST, GARDNER LAKE, MONTVUZ CONNECTICUT". SCALE: AS NOTED, DATED: JULY 1972, BY CHANDLER, PALMER do KING, NORWICH. CONNECTICUT' 8.) "PLAN MACE FOR ALFRED FRIEDLANID. GARDNER LUKE, TOWN OF MONTVILLE", SCALE: 1 INCH - 40 FEET. DATED: SEPTEMBER 1951. REVISED: FEBRUARY 6. 1970. BY CHANDLER do PALMER, ENGINEERS, NORWICH. CONNECTICUT 9_) 'REVISM SUBQIVISION PLAN PREPARED FOR ANNE C. ALQUIST, GARDNER LAKE, MONTVILLE, CONNECTICUT"`, SCALE: 1 INCH = 40 FEET. DATED: OCTOBER 29, 1992, REVISIONS: SEPTEMBER 10. 1993 & DECIEMBER 13. 1993, BY CHANDLER, PALMER & KING, NORWICH, CONNECTICUT' 10 -) "PROPERTY SURVEY PREPARED FOR MLTCFIEL L JAKUBOWSKI do MARILYN WILCOX. GARDNER LAKE, CONNECTICUT', SCALE: 1 INCH - 10 FEET, DATED: DECEMBER 23, 1999, BY CHANDLER. PALMER & KING, NORWICH, CONNECTICUT 11.) "CONNECTICUT DEPARTMENT OF `TRANSPORTATION RIGHT' OF WAY MAP. TOWN OF MONTVILLE -- NORWICH-HADLYME ROAD FROM GARDNER LAKE M.E. CHURCH WESTERLY TO THE SALEM TOWN LINE, ROUTE No. 153`. SCALE: 1 INCH = 40 FEET. PROJECT No. 949, SURVEY DATE: SEPTEMBER 27. 1928. HATED: NOVEMBER 30. 1929, SHEET I OF 1 12.) "BOUNDARY SURVEY PREPARED FOR ANNE C. ALQUIST, 191 DOYLE ROAD, MONTVIL.L.E, CONNECTICUT% SHEET 1 OF 1, SCALE 1' - 80'. DATED: 01 /25/2002. BY CME/CPK DESIGN GROUP. NORWICH, CONNECTICUT: ZOM W COi�"WX TAME — ZOMlNG D� R-1213 (CLUSMt DIM.OPMU ITEM REQUIRED PROVIDED PROVIDED PROVIDED PROVIDED PROVIDED 11 LOT 001 LOT 002 LOT 003 LOT 004 LOT 005 LOT AREA 80,000 SF 80,359± SF 80,897± SF` 80,452± SF 85,630± SF 20.9,630± SF LOT WIDTH 150' 155' 160' 160' 160' 262' WTEF" LOOT ITEM ___]FL0000 LOT AREA LINE DATA TABLE BOUNDARY NO. BEARING DISTANCE L1 S7(T08'42"W 35.17' L2 N60*46"54V 77.02' L3 N7S58'20"W 59.13' L4 S72' 43'21 "W 49.68" L5 S48059'31 "W 46.74' L6 S37" 06' 11 "Illi 41.95' L7 S 12.59' 11 "W 33.47' L8 S38"53'49"E 55.30' FOR USE OF EXISTING DRIVEWAY IN FAVOR OF COOPER & AHAMED IRON PINI FOUND i � POLE UNE RIGHT OF WAY INFAVOR N/F SULTAN & ANN M. ANAl 1 ED IRarr PIN i IRON PIPE `� �� OF CONNECTICUT LIGHT & POWER VOL 128PG 80 FOND-.... � FOND � �. 1 ��'� CLP IRON PIPE SET 157--F DOYLE ROAD 'POLE LOT X005 ovN IPE' F;ST: Q? `. n CLP SUF;A Y 1.) THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b--20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIA71ON OF LAND SURVEYORS. INC. ON SEPTEUBER 26„ 1996. THE TYPE. OF SURVEY PERFORMED IS A PROPERTY SURVEY CONFORMING TO HORIZONTAL CLASS A-2 & VERTICAL CLASS T-2 STANDARDS OF ACCURACY. ff IS A DEPENDENT RESURVEY PER MAF' REFERENCE #12. ELEVATIONS ARE BASED ON U.S. GEOLOGICAL SURVEY DATUM. PROPOSED SUBDMSION LOT LINES BASED ON AN ORIGINAL SURVEY. THIS SURVEY WAS PREPARED TO DEPICT THE ORIGINAL. BOUNDARY AND EXLSTING O:ONDTTTONS OF THE SUBJECT PROPERTY FOR DEVELOPMENTOF A RESIDENTIAL SUBDIVISION. 2.) THE SUBJECT PROPERTY IS SHOWN ON THE TOWN OF MONTVILLE TAX ASSESSOR MAP No. 57 AS LAT 30 3.) THE SUBJECT PROPERTY CONTAINS 18.77-* ACRES. 4.) REFERENCE IS MADE TO A CONVEYANCE FROM THE ESTATE OF MILO LIGHT TO ANNE C. LIGHT RECORDED DECEMBER 24, 1958 IN VOLUME 66, PAGE 102 AND TO A CHANGE OF NAME CE3tTIF1CATE RECORDED DECEMBER 24. 1958 IN VOLUME 66. PAGE 103 OF THE TOWN OF MONTVIU.E LAND RECORDS. REFERENCE IS MADE TO A DEED TO BRIAN P. AND BRIENDA LEE McNAMARA RECORDED IN VOLUME 397, PAGE 499 OF THE TOWN OF MONTVILLE LAND RECORDS. 5.) BEARINGS SHOWN HEREON ARE FROM MAGNETIC NORTH BASED ON FIELD OBSERVATIONS DATED NOVEMBER 13, 2001 6.) DEUNE'ATED WETLANDS IDENTIFIED ON THE GROUND BY IAN COLE, C.S.S. MARCH 24, 2003. N/F NORMAN COOPER S LAND TO BE CONVEYED TO S47'34' 11 "W cRAF - = - - - - - - , VOL 288 / PG 706 DRIVE BRIAN P. & BRENDA LEE M'CNAMARA IRON PIN 87'± (TOTAL) - - 157-E DOYLE ROAD FOUND AREA 7,956± SF k a % .. i IRON ROD r sf�= IRON ,�j9 ''`i,\" �,. FOUND` LIMITS OF DS ; 00 ' N/F PIPE 'S`L � `� ' ` ;��y1 � '9?, 5,2�,+ ROD INLAND 1� / PROPERIY LIME IS chi EDGE OF WATER SETS z5p,� (>+ T FOUND PEQUOT LEDGE C'J IRON CAMPGROUNDS LLC 204 ALONG WATER (LOT #W5) PIPE SET VOL 336 / PG 737 S5(�'36'44"E 320.98 (TOTAL) rod WLP 15 7 DOYLE ROAD +b, 12.08 #6A IRON PIN (SURVEY CLOSING LINE) ` FOUND 15'± N/F 4 nRIE L F`� L�.. BRIAN P. & BRENDA LEE _ _.. .. w..w ......www I.►i► e'frIY/R> '. 'IA �. me L ri 0 1.) "PLAN OF CAMP PEQUOT PROPERTY OWNED AND OPERATED BY ADRIAN do JANET LOPER. GARDNER LAKE. MONTVILLE. CONNECTICUT", SCALE; 1 INCH - 100 FEET, DATED: MARCH 9. 1973, BY CHANDLER, PALMER & KING. NORWICH. CONNECTICUT 2.) "PLAN SHOWING LAND do BUILDING NOW OR FORMERLY OF CORNEUUS P. & MATHEW P. McNAMARA, MONIVI LE, CONNECTICU"r, SCALE: 1 INCH - 40 FEET, DATED: OCTOO R 1967, REVISED: JUNE 1970, BY GEORGE H. DIETER, L.S. 3.) "PLAN OF PROMW T4 BE CONVEYED TO ALFRED FRIF:DLAND AT GARDNER LAKE, MONItVUE, CONNECTICUT-, SCALE. 1 W i = 40 FEET`. DATED: SEPTEMBER 1961, REVISED: MAY 20. 1969, BY CHANDLER & PALMER, NORWICH, 4.) SURVEY "FOR ELIZABETH F MGNAMARA", SCALE: 'I INCH = 40 FEET, SURVEYED: OCTOBER 30, 1920, PLAN MADE: APRIL 1. 1921. BY CHANDLER do PALMER, NORWICH, CONNECTICUT 5.) 'PLAN OF PROPERTY TO BE CONVEYED TO MICHAEL JAKUBOWSKI BY ANNE C. ALQUIST. GARDNER LAKE. MONTVILLE. CONNECTICUT", SCALE- 1 INCH = 40 FEET. DATED: NOVEMBER 1971, REVISED: NOVEMBER 27, 1971, BY CHANDLER & PALMER, ASSOCIATES. NORWICH. CONNECTICUT 6.) *PLAN OF PROPERTY TO BE CONVEYED TO BENJAMIN C. & ROSAL IE JANOWICZ BY ANNE C. ALQUIST. GARDNER LAKE, MONTVLLLE, CONNECTICUT". SCALE: 1 INCH - 40 FEET. DATED.- NOVEMBER 1971, REINSED: JANUARY 1972, BY CHANDLER do PALMER, ASSOCIATE'S, NORWICH, CONNECTICUT 7.) 'PLAN OF COTTAGE PROPERTIES OF ANNE C. ALQUIST, GARDNER LAKE, MONTVUZ CONNECTICUT". SCALE: AS NOTED, DATED: JULY 1972, BY CHANDLER, PALMER do KING, NORWICH. CONNECTICUT' 8.) "PLAN MACE FOR ALFRED FRIEDLANID. GARDNER LUKE, TOWN OF MONTVILLE", SCALE: 1 INCH - 40 FEET. DATED: SEPTEMBER 1951. REVISED: FEBRUARY 6. 1970. BY CHANDLER do PALMER, ENGINEERS, NORWICH. CONNECTICUT 9_) 'REVISM SUBQIVISION PLAN PREPARED FOR ANNE C. ALQUIST, GARDNER LAKE, MONTVILLE, CONNECTICUT"`, SCALE: 1 INCH = 40 FEET. DATED: OCTOBER 29, 1992, REVISIONS: SEPTEMBER 10. 1993 & DECIEMBER 13. 1993, BY CHANDLER, PALMER & KING, NORWICH, CONNECTICUT' 10 -) "PROPERTY SURVEY PREPARED FOR MLTCFIEL L JAKUBOWSKI do MARILYN WILCOX. GARDNER LAKE, CONNECTICUT', SCALE: 1 INCH - 10 FEET, DATED: DECEMBER 23, 1999, BY CHANDLER. PALMER & KING, NORWICH, CONNECTICUT 11.) "CONNECTICUT DEPARTMENT OF `TRANSPORTATION RIGHT' OF WAY MAP. TOWN OF MONTVILLE -- NORWICH-HADLYME ROAD FROM GARDNER LAKE M.E. CHURCH WESTERLY TO THE SALEM TOWN LINE, ROUTE No. 153`. SCALE: 1 INCH = 40 FEET. PROJECT No. 949, SURVEY DATE: SEPTEMBER 27. 1928. HATED: NOVEMBER 30. 1929, SHEET I OF 1 12.) "BOUNDARY SURVEY PREPARED FOR ANNE C. ALQUIST, 191 DOYLE ROAD, MONTVIL.L.E, CONNECTICUT% SHEET 1 OF 1, SCALE 1' - 80'. DATED: 01 /25/2002. BY CME/CPK DESIGN GROUP. NORWICH, CONNECTICUT: ZOM W COi�"WX TAME — ZOMlNG D� R-1213 (CLUSMt DIM.OPMU ITEM REQUIRED PROVIDED PROVIDED PROVIDED PROVIDED PROVIDED 11 LOT 001 LOT 002 LOT 003 LOT 004 LOT 005 LOT AREA 80,000 SF 80,359± SF 80,897± SF` 80,452± SF 85,630± SF 20.9,630± SF LOT WIDTH 150' 155' 160' 160' 160' 262' WTEF" LOOT ITEM ___]FL0000 LOT AREA 180,0110 SF 237,190± SF LOT WIDTH i_ 25' 83' G 'cA IH RESERVE j �:'.� ►ALF/—IRON PIPE SET AREA X53 IRON PIPE SET $ r , N01-03'130W— IRON Rn n F01 INT - _ 1 -- -LN ' MRS OF INLAND WETLANDS CONCRETE MONUMENT FOUND QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER SURVEY <. p ENVIRONMENTAL -.le•" CIVIL % STRUCTURAL ARCHITECTURAL DETAIL "B" SCALE 1 "=4Q' TO MY KNO ND BE F, THIS MAP IS SUBSTANTIALLY CORRE t HER RicAARo H. SnWSF- LS. #96ft LATE MONUMENT { FOUND IRON ROD FOUND 9 �� t3'� , RIGHT OF WAY LOT J00 y -' -- a 12 ► ` 1 IRON PIPE SET �" `\ `\ .. 1 5 AREA _ TO DOYLE ROAD- , IRON PIPE SET WLF � � . , 1.97 ACRE (GRAVEL DRIVE) �� _ ` � WLFJ5 IRON ROD . , FOUND � 2O3 � � � (85,630± S - - - ' S33'26'58"W \ tJ 43.82' '` �., LOT #DO3 0 205 a TI MPE CONCRETE �� 2O9 ya AREA N/F JOSEPH A. & MARIE A. ,F+, UI�IENT '` -�► c' �F VOL 153 / PG 212------"��TyC;�. MONUMENT �' IRON PIPE SET LOT Opp' Q._ LOT X002 1.$5 ACRES — DOYLE ROAD _ �� AREA �- {'86,4521 SF) 215 F ; ' IRON PIPE SET AREA = 1.84 ACRES , 1.86 ACRES - ��� (80,359± SF) (80,897± SF) f AI --- -- IRON PIN FOND n�- S L LAND TO BE CONVEYED TO _ r JOSEPH A. & MARIE A. TIMPE IRON PIN FOUND AREA •= 2,859± SF S67' 1722"E 90.81 N/F SCOTT G. & DONNA R. SODERBERG % , ; IRON PIPE VOL 319 PG 791 / S53'55'22"E FOUND VOL 243 / PG 228 41.14' 217 DOYLE ROAD NIF S39030'22"E 42.52' JOAN M. SHERWOOD �,,► o VOL 243 / PG 228 219 DOYLE ROAD; ,dp IRON PIPE FOUND--`\_� 1 Nt LIMITS OF INLAND WETLANDS AS FLAGGED BY IA OLE, C.S.S. S"OTURE DATE 28.36' 3, O PIPE SET �X�WMONUMWT SET N/F JOSE DEFREITAS 206 DOYLE ROAD X89 LOT >�D�5 CONCRETEMONUM AREA = 4.81 ACRES FOUND ENT (209, 6301 SF) Q�Q ©o DEI TA = 09'45' i `i!° xr RADIUS 1,700.00 LENGTH - 289.43' ' CHORD N5T54'58"E 289.08" NIF S WAYNE A. & F) - DIARY JO HARRELSON 184 DOYLE ROAD 0 MONUMENT SET i NIF `F ARTHUR JO OGBOURNE, JR. & THERESA A. OGBOURNE Rtxr PIPE SET , 188 DOYLE ROAD LAND TO BE CONVEYED TO TME TOWN OF MONTVILLE PIPE SET AREA = 4,272± SF NIF 209 STREET ADDRESS RONALD D. & ILAH M. MATHENY N/F NOW OR FORMERLY 192 DOYLE ROAD VOL VOLUME PG PAGE SF SQUARE FEET STONE WALL 0 0 o c> a o C STONE WALL REMAINS ----�- O/W OVERHEAD WIRES ... EDGE OF LAKE ---AWLF113 LIMITS OF INLAND WETLANDS 80 40 0 80 GRAPHIC SCALE IN FEET O C;> r'� SC00 �'�►� H 60 00 C,7 00 *'"wl z i Cti 00 0 00 4)�1� u00 wo LL, 0 C3 c Q� Li c n-° "0 �U) Z.0Q0° 0 ¢ 00 c� tL r z Q m Ljj z LJLJ u U - x z Q o L� O ui I CK z w LuI m c � .gym z 0 a. z m z 07 Fw Q LLi o c)V) U) z p z p a- > L W x F_ W CL F_ W a_ CLu L rl) o N M 0 CN ro 0 CN to 0 0400 N C} C1 Cj .-- o z E z m co o3 0 Wit- ui z U 0 Iii a It D; '5 I c a o w U o a o w < Of w m q o w. DATE: 04/30/2003 SCALE} 1 " = 801 SHEET F 5 QUALITY CONTROL CERTinCATION CROUP' Rw"w DATE PROJECT MANAGER, 6"-37* BROWN SURVEY 37"-101" SAND AND GRAVEL ENVIRONMENTAL WATER, NO MOTTLING CIVIL 20 STRUCTURAL 25 ARCHITECTURAL SANDY LOAM coNsTRucnoN (Typr-AL sEE DETAIL) CLEARING (TYMAL) ROAD LOT jo ZSMLE- am TZ51THOLE flA IHE 0"-6" ORGANIC 8# 6"-37* BROWN SANDY LOAM 37"-101" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING JE9HOL 1 Q 20 0"-5" ORGANIC 25 5* -38* BROWN SANDY LOAM 38"-93" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING IE5T—HQLE il 45 0"-4" ORGANIC 50 4"-55" BROWN SANDY LOAM 55"-99" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING TESTHOLE i1 D 00 0* -8" ORGANIC SANDY LOAM 8"-60" BROWN SANDY LOAM 60"-91" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING PEW&LaON RATE PER CME/CPK DESIGN GROUP 04/16/2003 MN IHE 0 8# 5 8-1/2- 10 9-1/4" 15 9-3/4" 20 10-1/4- 25 10-3/4* 30 11-1/4- 37"-89" SAND AND GRAVEL 40 12-1/4" 45 12-1/2- 50 13* 55 13-5/8- 60 13-3/4" RATE = 12 MINUTES/INCH Weis NO REQUIREMENT ENGINEERED SEPTIC SYSTEM NOT REQUIRED LOT 1 2 1ESINCILE CM TESTHOLE #2A INCHES 0"-6" ORGANIC 5" 6"-21" BROWN SANDY LOAM 21"-91" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING TESTHOLE J2 8-3/4* 0"-7" ORGANIC 9-1/2" 7"-37" BROWN SANDY LOAM 37"-89" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING JESIHOLE j2Q 12-1/8" 0"-5" ORGANIC 12-5/8" 5"-84" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING TE HOLE J2 WATER, NO MOTTLING 0"-6" ORGANIC 00 6"-37" BROWN SANDY LOAM 37"-89" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING EERCOLMS Rm PER CME/CPK DESIGN GROUP 04/16/2403 MIN RATE = 10 MINUTES/INCH M NO= REQUIREMENT ENGINEERED SEPTIC SYSTEM NOT REQUIRED LE(;EbIQ BLP INCHES 0 5" 5 7* 10 7-3/4" 15 8-1/4" 20 8-3/4* 25 9-1/2" 30 loo 35 11" 40 11 —5/8" 45 12-1/8" 50 12-5/8" 55 13" 60 13-1/4 RATE = 10 MINUTES/INCH M NO= REQUIREMENT ENGINEERED SEPTIC SYSTEM NOT REQUIRED LE(;EbIQ BLP BOZRAH LIGHT & POWER CLIP CONNECTICUT LIGHT & POWER --420--- EYISTING CONTOURS 420 PROPOSED CONTOURS 0-1-0— PROPOSED SILT FENCE <D <> C> C> Cl C> <> C>- STONE WALL REMAINS 0cXDcXoc9cxcXcKoc> STONE WALL 4'�-33* BROWN PROPOSED LIMITS OF CLEARING 33"-104" SAN D AN D GRAVEL EDGE - LAKE WATER, NO MOTTLING LIMITS OF INLAND WETLANDS THIM TESTHOLE + pis PERC TEST LOL- IC0= WA TESTHOLE j3A INCHES 0"-4" ORGANIC 3-1/4- 4"-36" BROWN SANDY LOAM 36"-85" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING TESTHOLE #3 16-1/2* 0"-4" ORGANIC 17-1/4" 4'�-33* BROWN SANDY LOAM 33"-104" SAN D AN D GRAVEL NO LEDGE, NO WATER, NO MOTTLING TEO!= J3 45 0"-3" ORGANIC 50 3"-52" BROWN SANDY LOAM 52"-89* SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING !EaTHM #3 00 0',4" ORGANIC m 4"-40" BROWN SANDY LOAM 40"-97" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOILING PER CME/CPK DESIGN GROUP 04/16/2003 MIN INCHES 0 3-1/4- 5 10* 10 13-1/4" 15 15* 20 16-1/2* 25 17-1/4" 30 18-1/2- 35 19-1/2- 40 20" 45 20-1/2- 50 20-7/8- 55 21-1/4- 60 21--5/8" RATE = 12 MINUTES/INCH U= NO REQUIREMENT ENGINEERED SEPTIC SYSTEM NOT REQUIRED ti SEE SHEET 2 FOR SURVEY NOTES AND CERTIFICATIONS 40 20 0 40 GRAPHIC SCALE IN FEET w 00 Z 0- z cr W Z Q 00 CL oM C) LLacz 00 CU :2 � M ::gi 0 o Zbpi ILLI z LJ a_ 0 C) f!2 > CL uj w ui lo UI t 5 4 00 oc) 0)i' 0 00 Lu z m 00 > ld 5: Li < w c=aLL- c U-1 40 Q� a. LL LA- d -8 C) 0 0 0 0�g r- :3 -'o 00 fl- 0.0 -4- z (1) M 0 0. I Z w z cr W Z Q Z Z La LLI CL oM C) LLacz <V) Ld LLJ 0 :2 � M ::gi 0 o 00 0 ILLI z LJ a_ 0 C) f!2 > CL uj w ui Z z z UI I C) z 0)i' 0 0 Lu z m LLJ U) > ld 5: Li < w c=aLL- c U-1 40 Q� a. LL LA- 0 0. I < Z z < Z Q Z Z La LLI 0 <V) Ld z :2 � M ::gi 0 o 00 0 ILLI LJ a_ 0 C) f!2 NO co, 0 co rf) 0 0 0 Z z z UI I C) z a o :-g: 0 b (L 0 Lu z I) LLJ U) > ld 5: Li < w c=aLL- c U-1 DATE: 04/30/2003 Q� a. LL LA- C) 0 0 0 0 0 Cq 04 00 fl- 0.0 -4- < C) E < Z Q a: 00 0 NO co, 0 co rf) 0 0 o a: x >i 0 m w I ff) 0 0 C) 0 Lu z Lo 61 m 0 < w c=aLL- c U-1 DATE: 04/30/2003 SCALE: 1 401 SHEET 3 OF 5 QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER SURVEY ENVIRONMENTAL CIVIL 7k' t STRUCTURAL ARCHITECTURAL M #900 Sib= R UNCAS HEALTH DISTRICT 04/14/2003 STHOLE INCH -3" ORGANIC 11-1/2" -42* BROWN SANDY LOAM "-97'* SAND AND GRAVEL ► LEDGE, NO WATER, NO MOTTLING HOLE j!jB 16-1/8- -2* ORGANIC 17* -39" BROWN SANDY LOAM "-80" SAND AND GRAVEL LEDGE, NO WATER, NO MOTTLING =L&WN R CME/CPK DESIGN GROUP 04/16/2003 4 IN9,HES 4 8 9-1/2 11 w 12--3/8" 13-1/2" 14-1/4 a 15" 15-3/4" 16-1/4 so 17" 18" 18-1/2" FE 10 MINUTES/INCH I x I 406 ; i 410 NO REQUIREMENT f -408- 1 --- ENGINEERED SEPTIC SYSTEM NOT REQUIRED 430,-1-1 4 40 fII A '.n V .... . ....... %..'........ ----- -- A. % 4,8 OR Kg -n 5AI A'58 446 5 _P15 j '-43- PRI �c O T-45 PRIMARY TH 68 6 ES ul T -H TH RESERVE -&j6C 0C0 �42-C 4-4 436 P434 --4,34, D 0 Yt:E R OA D BLP# 2609 BLP# 2608 B Lp# 2607 PROVIDE AND MAIWAIN A CONTINUOUS LINE OF SILT FENCE THRM44OUT CONSTRUCTION CM4CAL, SEE DEML) LOT, J00A MESTHOL& DATA PER UNCAS HEALTH DISTRICT 04/14/2003 !EMQLE j5A INCH 0"-5" ORGANIC 11-1/2" 5"-30" BROWN SANDY LOAM 30* -84" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING F-STHQLE #5B T 16-1/8- 0"-3" ORGANIC 17* 3"-29" BROWN SANDY LOAM 29"-88" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING JE.$ -T -H 9 LE 15C 19m 0"-6" ORGANIC 19-3/8- 6"-30" BROWN SANDY LOAM 30'0-94 SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING TE5-THQLE b IE5THOLE #§D 0"-4 ORGANIC 0"-2" ORGANIC 4'* -35" BROWN SANDY LOAM 35"-84" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING eugQLAWN I - PER CME/CPK DESIGN GROUP 04/16/2003 RIN INCH 0 11-1/2" 5 13-5/8- 10 14-5/8w 15 15-3/8- 20 16-1/8- 25 17* 30 17-1/2" 35 18" 40 18-1/2* 45 19m 50 19-3/8- 55 19-3/4- 60 20-1/8 " RATE = 12 MINUTES/INCH it= NO REQUIREMENT ENGINEERED SEPTIC SYSTEM NOT REQUIRED LEGENJQ BLP BOZRAH LIGHT & POWER CLP CONNECTICUT UGff & POWER --420- EXISTING CONTOURS 410 PROPOSED CONTOURS NO LEDGE, NO PROPOSED SILT FENCE CDO C> <D C> C> <D <D (D STONE WALL REMAINS <Dc)cxDcxDc)C-� STONE WALL /-y-y-y-y-y-y-\ PROPOSED LIMITS OF CLEARING 28"-82" SAND EDGE OF LAKE 17714LF113 LIMITS OF INLAND WETLANDS *nom TESTHOLE + P15 PERC TEST LOI - nAr. M== WA PER UNCAS HEALTH DISTRICT 04/14/2003 TESTHOLE jfjA INCHES 0'-2 ORGANIC 3" 2"-32" BROWN SANDY LOAM 32"-71" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING TEaHOLE #6 13-5/8" 0"-3" ORGANIC 14-3/4- 3"-28" BROWN SANDY LOAM 28"-82" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING !ES—THQLE #6-C- 18m 0"�-3* ORGANIC 18-1/2* 3"-24" BROWN SANDY LOAM 24"-78" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING IE5THOLE #§D r) w z 0"-2" ORGANIC 2"-29" BROWN SANDY LOAM 29"-87" SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING !E "TH LE J6Q 0 0 C) 0"-3" ORGANIC UJ 3"-99* SAND AND GRAVEL NO IEDGE, NO WATER, NO MOTTLING TESTHQLE ft LJLJ 0"-3" ORGANIC D 3"-31" BROWN SANDY LOAM 31* -100* SAND AND GRAVEL NO LEDGE, NO WATER, NO MOTTLING PERCOLATION RATE PER CME/CPK DESIGN GROUP 04/16/2003 _IN INCHES 0 3" 5 7-1/2* 10 10" 15 12-1/2* 20 13-5/8" 25 14-3/4- 30 15-3/4 35 16-3/4- 40 17-1/2- 45 18m 50 18-1/2* 55 19" 60 19-1/2 if RATE = 10 MINUTES/INCH mm NO REQUIREMENT ENGINEERED SEPTIC SYSTEM NOT REQUIRED SEE SHEET 2 FOR SURVEY NOTES AND CERTIFICATIONS 40 20 0 40 GRAPHIC SCALE W FEET 3 -comms z 0 >) 00 n a- < 00 0 X U 00 V) :�i :�i GO 00 =5 to LZ 0 0 0 c) 00 wo (XA < azIV- C) z z z z 0 3: 0 0 a - 00 0? r) w z D Lij =A LL- > Z) 0 a- Llj Li cr- < w z 0 0 C) Ld =4 I.L. UJ if — SCALE.- 1 -.P- 40' D— 0 ki LJLJ D 1 QL z 0 0 0 cu x z UJ 00 o LLJ a z 0 Lu W 0 a� V) 0 u 0) z 0 4- r- 0 0 00 6 z Q. z 3 -comms z 0 z a- n a- < Ld Lo 0 X -�L Ld V) :�i :�i GO 00 =5 0 0 0 c) 00 wo (XA < azIV- C) z z z z 0 3: 0 0 a - 0 z r) w z D Lij =A LL- > Z) 0 a- Llj Li cr- < w z 0 0 C) Ld =4 I.L. UJ if — SCALE.- 1 -.P- 40' D— z :5 LJLJ D 1 QL z 0 0 0 cu x z UJ 0 > o LLJ a z 0 Lu LLj 'o L-Lil V) 0) z 0 0 0 00 6 z Q. z 3 -comms < z 0 z a- n a- < Ld Lo 0 X -�L Ld V) :�i :�i GO 00 0 0 0 c) 00 wo (XA < azIV- C) z z z 0 z 0 3: 0 0 a - 0 z r) w z D Lij =A LL- > Z) 0 a- Llj Li cr- < w z 0 0 C) Ld =4 I.L. DATE: 04/30/2003 if — SCALE.- 1 -.P- 40' D— LLI 0 0 0 c'4 04 p 04 0 0 00 6 z < 0 E t3 cyl T7 00 00 co C14 co U) 3-- to 0 0 0 C) Ld 0 z r) w z i ui Z : \-' Lij =A LL- Z) 0 a- 0 0 to 9 (/) L -i co < w I m o cl) 0 0 C) Ld =4 I.L. DATE: 04/30/2003 if — SCALE.- 1 -.P- 40' SHEET 4 OF 5 WOURENCE 1.5 -ME IQ 1. Connecticut Guidelines for Soil Erosion and Sediment Control, 2000. 2. Soil Survey of New London County Connecticut, U.S.D.A. Soil Conservation Service 1983. OEVE M�ENT 1. Proposed Development will allow for the creation of 5 Building Lots. The development of each lot will cause the disturbance of approximately 0.25± acres. 2. The project shall meet cluster development requirements section 17.11 of the Montville Zoning Regulations. The proposed site is composed of the following soil types: Aa AdrigLi and Palms Mgcks - Nearly level, very poorly drained soils in pockets and depressions of stream terraces, outwash plains and glacial till uplands. Slopes range from 0 to percent. "HgB" Haven - Silt loam; 3 to 8 percent slopes; gently sloping, well drained soil on stream terraces and outwash plains. "H,_kQ" Hinckley - Gravelly sandy loam 15 to 35 percent slopes; moderately steep and steep, excessively drained soil on stream terraces, outwash plains, kames and eskers. QEVELOPMENI SQUED= It is anticipated that lots will be developed starting in Fall 2003 and will be completed within 2 years. SEC U_ENQE QF CQN5TRQQ-TION - INDIVIDUAL LQT5 1. Install erosion and sediment control devices. 2. Provide non -tracking construction entrance at proposed driveway. 3. Clear, grub and rough grade proposed driveway and site. 4. Excavate foundation hole and begin house construction. 5. Install septic system and well. 6. Complete house construction. 7. Complete final grading and install driveway. 8. Loam, seed and mulch disturbed areas. 9. Remove erosion and sediment control devices QEM=MENT CONTROL ELM Prior to the commencement of operations in accordance with any peL-M it issued by the Town of Montville, the Contractor shall install all erosion and -Zediment control devices. The Contractor shall obtain a site inspection from the Town of Montv.11e Zoning Enforcement Officer to ensure that all erosion and sediment control measures have been installed in accordance with this narrative. Upon certification with respect to the installation of erosion and sediment control measures, the Contractor may commence operations pursuant to the permit. Erosion and sediment control devices shall be installed in accordance with the "Filter Barrier Installation & Maintenance" and "Hay Bale Installation & Maintenance" sections of this narrative hereinafter contained. Dust control will be accomplished by spraying with water. Existing catch basins, within the limits of construction, must be protected with an inlet sediment control device. 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 vegetative cover. If necessary a temporary vegetative cover is to be provided until a permanent cover can be applied. During the stabilization period, all erosion and sediment control devices control devices shall be maintained in proper working order. The Owner's representative shall be responsible for checking all erosion and sediment control measures on a twice -weekly basis during the stabilization period and after each storm event. During the stabilization period, with respect to the site, any erosion which occurs within disturbed areas shall be immediately repaired and restabilized. Once stabilization has been completed and certification thereof obtained in writing from the Zoning Enforcement Officer of the Town of Montville, erosion and sediment control devices shall be removed by the Contractor. EILTER 1.) BARRIER INU&LABON & MAINIUNCE Dig a 6" trench on the uphill side of the barrier location. 8* HIGHER THM GUTTER 2.) Position the posts on the downhill side of the barrier and drive the post 1.5 feet into the ground. � :5 Z 0 3.) Lay the bottom b" of the fabric in the trench to prevent undermining and backfill. 4.) Inspect and rep -air barrier after heavy rainfall. 5.) Sediment deposits are to be removed when they reach a height of one foot behind the barrier and are to be deposited in an area which is not regulated by the Inland Wetlands Commission. 0 Z 6.) Inspections and necessary repairs will be made twice -weekly. QUALITY CONTROL CERTIFICATION GROUP REVIEWED DATE PROJECT MANAGER L SURVEY Y" ENVIRONMENTAL CIVIL c t o ov,* STRUCTURAL ARCHITECTURAL HAY e".1NffALMQN & M&UNANCE 1.) Bales shall be placed around all proposed catch basins with the ends of the bales tightly abutting each other. 2.) Each bate shall be securely anchored with at least 2 stakes and gaps between bales shall be wedged with straw to prevent water from passing between the bales. 3.) Inspect bales after each storm and repair or replace promptly as needed. Remove sediment behind the bales when it has reached half the height of the bale and deposit in an area which is not reguloted by the Inland Wetlands Commission. 4.) Inspections and necessary repairs will be made twice -weekly. EIRMAbJENT VEGErA11YE Q Topsoil will be replaced once the excavation has been completed and the shoulders are graded to a slope no greater than 3 to 1. Topsoil will be spread at a minimum compacted depth of 4 inches. Once the topsoil has been spread, all stones two inches or larger in any dimension will be removed as well as debris. Apply agricultural ground limestone at the rate of two tons per acre or 100 lbs. per 1000 s.f. Apply 10-10-10 fertilizer or equivalent at a rate of 300 lbs. per acre or 7.5 lbs. per 1000 s.f. Work lime and fertilizer into the soil to a depth of 4 inches. Inspect seedbed before seeding. If traffic has compacted the soil, retill compacted areas. Apply the following grass seed mix: Seed Mixture Kentucky Bluegrass: 20 lbs./acre - .45 lbs/1000 sf Creeping Red Fescue: 20 lbs./acre - .45 lbs/1000 sf Perennial Rye Grass: 5 lbs./acre - .10 lbs/1000 sf The recommended seeding dates are April 1 through June 30 and August I through September 30. Following seeding, firm seedbed with a roller. Mulch immediately following seeding. If a permanent vegetative stand cannot be established by September 30, apply a temporary cover on the topsoil such as netting, mat or an organic mulch. FILTER FABRIC POST (2)-2"x2"x3' STAKES EACH BALE law pm ml I a --Tuvvwgj�L N - 6t- T6__s_-- CALE COMPACTED BACKFILL-/ ANGLE 10' UP SLOPE FOR STABILITY AND SELF CLEANING �011 5ILT FENCE NOT TO SCALE OF ROAD o E 8* HIGHER THM GUTTER C or-, afCEaw W U) =) W � :5 Z 0 t7i Q- w LL1 P OF ROAD OR R.O.W. LINE '001 0*0 6* HIGHER THAN G GUTTER UTTER VARIES 10' 10' SAG CURVE, IN DRIVE t OF ROAD 1 GUTTER SHOULDER BASE COURSE t OR R.O.W. LINE 6' HIGHER THAN GUTTER VARIES CRE�T URVE IN DRI 2# lul M I] ginick yA NOT TO SCALE NOT TO SCALE FINISHED GRADE BITUMINOUS CONCRETE DRIVEWAY 2" DRIVEWAY BASE COURSE 0 \/'\ 0 ce_ GRANULAR BACK FILL 0 LLJ 0 C�D 0 Z \/,''�\/\\ 3 -0 MINIhhrIUM cx !!\\\ M 1-0111:41*61WIO 1-1111111:01:4 !GROSS SEMION NOT TO SCALE 10 m 00 00 00 bb 00 bb ;,- k - Cc* 00 %10 4, a- 0,� � 0 0.5 La a :3• r.4 Q 00 < SHEET 5 OF 5 o E < Z Z < t7i Q- w LL1 0 0 Z 0 0 0 J3- J F- Z y < 0 Z Z 0 0 F- Z C) tAl a: 0 (L:) LJ < Q 0 W X Z 0 0 Z 0 0 LLJ 0 � < Z UJ 0 J 6 8 > < bi . of LL) Z 77) Ld X Z LIJ _J _J W UJ 0 o W 0 0 0 0 C) 0 04 N 4L I C14 14 - Z < Z 0 co Z V) 0 X W SHEET 5 OF 5 o E < Z Z t7i Q- w LL1 0 0 Z Ld 0 0 0 J3- Z F- Z y < 0 Z Z 0 0 Fn LLI r) C) C) tAl a: 0 3t 0 �_� 0 00- DATE: 04/30/2003 SCALE: AS NOTED > ry Ld bi of LL) Z a_ UJ o 0 0 0 0 0 0 C) 0 04 N C14 14 - co Z SHEET 5 OF 5 o E 0 V) 0 M 0 M 0 0 Ld Z Ld Z y 0 Of 0 0 Fn LLI r) Uf < Q C) tAl a: 0 0 0 0 0 W _J DATE: 04/30/2003 SCALE: AS NOTED SHEET 5 OF 5