Loading...
HomeMy WebLinkAboutSite PlanTIN HEWI TT & SONS, INC. �'.' I I O OWNER: AUS , 7 RED CEDAR AVENUE UNCASVILLE, CONNECTICUT 06382 DEVELOPER: ROGER L. HATCH 6 KNOLL COURT PAWCATUCK, CONNECTICUT 06379 W PROPERTY: MONTVILLE ASSESSOR MAP #85 — LOT #43 Q 0 N n A JZESID EJVJ I Sq BDfv.Tslo jv N PREPARED FOR 3 fir► cc I Z"o ja nh ttrtrs 1* J ATC to A 0 L.L.C, FIELDING DRIVE o LAND SURVEYING HISTORICAL LAND RECORD RESEARCH IAL DEVELOPMENT MONTVILLE, C 3 COMMERCIAL & RESIDENT o r t P.O. BOX 184 R A MARCH 2006 I HEREBY DECLARE THE WETLAND SOIL BOUNDA Y S 4, Z 179 'PACHAUG RIVER DRIVE GRrsw�LD CONNECTICUT 06351 SHOWN ON THIS MAP IS SUBSTANTIALLY CORRECT. REV 'A4 PER TOWN ENGINEER COMMENTS 8-10-06 ... ,' s TELEPHONE (860) 376-2006 FAX 860 376-5899 �, ('LISE ( ) REV B PER STAFF COMMENTS 9-20-06 d to to 7 © 2006 BOUNDARIES LLC - REV C OFFSITE DRAINAGE IMPROVEMENTS 12-6-06 f THESEDRAWINGS ARE THE PROPERTY OF BOUNDARIES LLC AND HAVE BEEN SPECIFICALLYROBERT C. RUSSO, C.S.S. DATEPREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND ARE NOT TO BE �� JOHN U. FJR., L.S. ROBERT J. '>CHUCH, P.E. o DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION REV ® CHANGE SUBDII/I SION TO RESUBDIVISION 2-16-07 L.S. #70016 P. E. # 13054 N OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPMENT OF THE PLAN. DEVELOPER a NGINEER APPROVED BY THE UNCAS HEALTH DISTRICT. Y SANITARIAN ¢ DATE APPROVED BY THE PLANNING AND ZONING COMMISSION OF THE TOWN OF MONTVILLE. DATE OF COMPLETION OF ALL WORK. CHAIRMAN/ SECRETARY DATE , Ill"' SHEET _TJVD .1k 1. COVER SHEET 2. COMPILATION PLAN 3. BOUNDARY SURVEY 4. SITE DEVELOPMENT PLAN 5. OFF-SITE IMPROVEMENT PLAN 6. DETAILS & NOTES ZOATJVG T.Q.B. MEDIUM DENSITY RESIDENTIAL (R--40) MINIMUM LOT AREA 40,000 SQ FT LOT FRONTAGE 150 FT FRONT SETBACK 50 FT iQ- SIDE SETBACK 15 FT REAR SETBACK 50 FT Z MAX. BLDG HEIGHT 35 FT OJ PARKING SPACES 2 OFF—STREET m WATER SUPPLY PRIVATE WELL SANITARY SYSTEM ON—SITE SEPTIC SYSTEM PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPMENT OF THE PLAN. DEVELOPER a NGINEER APPROVED BY THE UNCAS HEALTH DISTRICT. Y SANITARIAN ¢ DATE APPROVED BY THE PLANNING AND ZONING COMMISSION OF THE TOWN OF MONTVILLE. DATE OF COMPLETION OF ALL WORK. CHAIRMAN/ SECRETARY DATE , Ill"' SHEET _TJVD .1k 1. COVER SHEET 2. COMPILATION PLAN 3. BOUNDARY SURVEY 4. SITE DEVELOPMENT PLAN 5. OFF-SITE IMPROVEMENT PLAN 6. DETAILS & NOTES CONNECTICUT TURNPIKE - FROM RAYMOND HILL ROAD NORTHERLY TO THE 6. TOTAL AREA OF SUBJECT PROPERTY = 289,225± SQUARE FEET (6.64± ACRES). MONTVILLE-NORWICH TOWN LINE" SCALE: 1 INCH = 80 FEET PROJECT- " No. 85-06, SURVEY DATE: JULY 1961, DATED: DECEMBER 27, 1962, SHEET 1 OF 6 - SECTION 2 -.. . 7. THE REMAINDER OF ASSESSOR LOT No. 43 IS TO BE COMBINED WITH ASSESSOR LOT No. PREPARED BY CONNECT Z 32 AS A CONTIGUOUS AND UNDIVIDED PART THEREOF. IT IS NOT TO BE CONSTRUED CONNECTICUT STATE HIGHWAY DEPARTMENT r AS A SEPARATE BUILDING LOT. ASSESSORS LOT No. 32 ALREADY CONTAINS AN G. MAP SHOWING LAND OF CALVIN H. HEATH, JR. & PHYLLIS R. HEATH - 16 FIELDING EXISTING RESIDENCE. DRIVE - UNCASVILLE, CONNECTICUT", SCALE: 1 INCH = 40 FEET, DATED: OCTOBER 2, 1972 z PREPARED BY RAMON S. MAGSUMBOR, P.E. & L.S. �.^h 8. MAP REFERENCE "D" WAS RECORDED IN THE LAND RECORDS FOR THE TOWN OF MONTVILLE ON JUNE 15 r o 1960 DEPICTING THIS PORTION OF FIELDING DRIVE. ON JULY 11, 1963, A SPECIAL TOWN MEETING WAS HELD IN ORDER TO HEAR A PETITION TO ACCEPT AN ADDITIONAL 2,700 FEET OF FIELDING DRIVE (INCLUDING THIS PORTION) SUBJECT TO THE FILING OF PLANS AND SATISFACTORY COMPLETION OF THE ROADWAY. N F LOC��a�� A MOTION TO ACCEPT FIELDING DRIVE WAS MADE, SECONDED AND PASSED. THIS I '' REMAINING PORTION OF FIELDING DRIVE HAS NOT BEEN IMPROVED AS OF THIS DATE, NOR AUSTIN HEWITT & SONS INC. - SCALE: 1 " = 1000' WERE THERE ANY CONVEYANCES OF THIS ROADWAY FOUND WITHIN THE LAND RECORDS. r 2 THE LEGAL STATUS OF THE REMAINING PORTION OF FIELDING DRIVE IS UNDETERMINED. ,F THIS PORTION SHOULD BE CONSIDERED AS A PAPER STREET UNTIL SUCH TIME ASA MORE COMPREHENSIVE LEGAL REVIEW IS MADE. AUSTIN HEWITT & SONS INC. MAINTAINS FULL OWNERSHIP OF THE FORMER RIGHT OF WAY DEPICTED HEREON. - _ _9. THE ASSESSOR FOR THE TOWN OF MONTVILLE HAS ASSIGNED THE PROPOSED LOT #1 A E PARCEL ID NUMBER OF 085/043-000 AND AN ADDRESS OF 37 FIELDING DRIVE; / PROPOSED LOT #2 HAS A PARCEL ID NUMBER OF 0871043-001 AND AN ADDRESS OF (SEE SURVEY NOTE #8)NIF N/F 29 FIELDING DRIVE. N 23'53'56" E N 23'50'50" E N 23 50 50 E C I BOYLE S 23'53056 W• S 3'52'47" W S 23'49'59" W f± 52.49' 168.63' 178.89, ' �7,t 500 f kP REMAINING LAND OF AUSTIN HEWITT & SONS, INC. AREA 3.9± ACRES TOTAL TO BE COMBINED WITH ASSESSOR LOT J32 L� (n n�i N/F = — NOT A SEPARATE BUILDING LOT — O r` I AUSTIN HEWITT � (169,2251 S.F.) (SEE SURVEY NOTE #7) z c ! &SONS INC. c; 42 ;;�A 10T co o 0 AREA = 1.62± ACRES AREA = 1.14± ACRES r� �j (70,425± S.F.) (49,562± S.F.) O) i S 6608'20" E ' �� 00 — '��, \ OD 20'f 488 t . ,l 0�� o o N 1 500'± S 23'53, 5E> W •8 93 X11 S 23*49'59" W o S F rn ;o .I ; o .� o S 23'52'47" W + I I o d � 12'f I NSF I WATFORD NSF NIF N/F N/F NSF N/F NSF NOWAK HEWITT DOYLE SWEENEY o . icz NSF DIO UK DIOTTE MINER �+ *%4 1 GARRITY 20 I26 �o �� 32 33 34 27 28 29 (25 I I I I i i I I I I i I z - STREET UNE — 52.42 171.83 150. oo' — MON STREET LINE _ — ____ — — — — — — ' S 23'50"50" W _T S 23 53 56 W S 23*50'S0" W 494'± TO RAYMOND HILL ROAD FIELEDIN. PUBLICM RIGHT O -F WAY - 50' AVIDT w A — — — — — — STREET UNE — — ! N I rol IT's ttb tt tc.5 L.L.C. LAND SURVEYING N HISTORICAL LAND RECORD RESEARCH COMMERCIAL & RESIDENTIAL DEVELOPMENT P.O. BOX 184 179 PACHAUG RIVER DRIVE GRISWOLD, CONNECTICUT 06351 TELEPHONE (860) 376-2006 FAX (860) 376-5899 O 2006 BOUNDARIES LLC THESE DRAWINGS ARE THE PROPERTY OF BOUNDARIES LLC AND HAVE BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS' PROJECT, AT THIS SITE, AND ARE NOT TO BE DUPLICATED OR USED IN PART OR WfHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. yr l✓ vve Vi rwI I i 11 V-71 rlFri l VLI llll rn Lr 1, • POINT TO BE SET ■ MONUMENT TO BE SET REC RECOVERED O ASSESSOR'S LOT NUMBER MON MONUMENT GRAPHIC SCALE 50 0 25 50 100 200 FORMER ASSESSOR LOT LINE IP IRON PIPE ± MORE OR LESS ( IN FEET 1 INCH = 50 FEET � v 4.✓ F A- .L. 1.L../ L. l 1 lJ ✓ v l .d ..tel.✓ V DEPICTING THE PROPOSED RESIDENTIAL DEVELOPMENT OF .A�CH/ifITT R,ESZL B IVISIOW PREPARED FOR PvOGER .L* Jl:Ajt7jT FIELDING DRIVE "TO MY KNOWLE G. AND BELIEF THIS MAP IS SUBSTANTIALLY MONTVILLE, CONNECTICUT CORRECT AS IV i�EREON. " X ,< SCALE: 1 "=50' MARCH 2006 JOB I. D. NO. 04-1066 SHEET 2 OF 6 70016 � _ � ,.%��� REV A ' PER TOWN ENGINEER COMMENTS 8-10-06 HNA. FA(Li SIR. I: LICENSE NO. DATE REV B PER STAFF COMMENTS 9-20-06 REV "C" OFFSITE DRAINAGE IMPROVEMENT 12-6-06 REV "D" CHANGE SUBDIVISION TO RESUBDIVISION 2--16-07 S U RTE Y WO TTS MAP RE FERE`VCES a ��a 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT "STANDARDS A. "MAP SHOWING LAND & RIGHTS OF ACCESS ACQUIRED FROM COUNTY OF NEW LONDON BY P> STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE THE STAT` OF CONNECTICUT - GREENWICH-KILLINGLY EXPRESSWAY - TOWN OF MONTVILLE FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED - 1953 SUPP. -CHAP. 107, PART IV „ SCALE: 1 INCH = 40 FEET, DATED MARCH 1955, BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. , SHEETS: 1-2 OF 2, PROJECT No. 326-01, SERIAL No. 21 PREPARED BY CONNECTICUT< THE SURVEY WAS PERFORMED TO THE STANDARDS OF ACCURACY FOR A HORIZONTAL HIGHWAY DEPARTMENT - CLASS C COMPILATION PLAN. B. PLAN MAGE FOR MOHEGAN REALTY COMPANY, INC. IN THE TOWN OF MONTVILLE", SCALE: 1 INCH = 100 FEET, DATED: DECEMBER 1956 PREPARED \< THIS SURVEY WAS PREPARED TO DEPICT THE PROPOSED PARCEL LINE REVISIONS AND BY F. E. ROBINSON INTENT TO MERGE EXISTING LOTS PRIOR TO THE RESIDENTIAL DEVELOPMENT OF THE SUBJECT PROPERTY. C. „ MAP SHOWING LAND & RIGHTS OF ACCESS ACQUIRED FROM MOHEGAN REALTY COMPANY, INC. BY THE STATE OF CONNECTICUT - CONNECTICUT TURNPIKE - TOWN OF MONTVILLE, 2. THE PROPERTY BOUNDARIES REPRESENTED HEREON ARE THE RESULT OF A LIMITED PUBLIC ACI" 52 SPECIAL SESSION JUNE 1955", SCALE: 1 INCH = 40 FEET, DATED JULY EXAMINATION OF THE MONTVILLE LAND RECORDS AND LIMITED FIELD MEASUREMENTS AND 1960, PROJECT No. 326-01, SERIAL No. 65-A PREPARED BY CONNECTICUT HIGHWAY - - IS INTENDED FOR ORIENTATION PURPOSES ONLY. AS SUCH, THEY DO NOT PRESENT A BOUNDARY OPINION AND ARE SUBJECT TO REVISIONS AS A MORE ACCURATE SURVEY DEPARTMENT , MIGHT DISCLOSE. D. PROPERTY OF MOHEGAN REALTY COMPANY, INC. - MONTVILLE, CONNECTICUT" SCALE: 1 INCH = 100 FEET, 3. THE NORTH ORIENTATION DEPICTED HEREON IS BASED ON A MAGNETIC BEARING DATED: MAY 7 1960 PREPARED H ED BY THOMAS M. PETERSON, P.E. & L.S. SITE � OBSERVED IN THE FIELD ON NOVEMBER 29 2004. E. "CONNECTICUT U HIGHWAY DEPARTMENT -� RIGHT OF WAY MAP - TOWN OF MONTVILLE - CONNECTICUT T - _ U TURNPIKE FROM THE WATERFORD MONTVILLE TOWN LINE NORTHERLY _..._: �.__... --------��-- � ___---- - All TO 4. SUBJECT PARCEL WAS CONVEYED TO AUSTIN HEWITT & SONS, INC. BY A CONVEYANCE RAYMOND HILL ROAD", SCALE: 1 INCH = 80 FEET PROJECT No. 85- 06, SURVEY DATE: J �FF � RECORDED IN VOLUME 141 AT PAGE 25 OF THE TOWN OF MONTVILLE LAND RECORDS, .JULY 1961, LAST REVISED: DECEMBER 11 1962 SHEET 5 & DATED: OCTOBER 25, 1962, , SURVEY.. 6 OF 6 — SECTION 1 PREPARED BY CONNECTICUT STATE HIGHWAY DEPARTMENT 5. THE SUBJECT PROPERTY IS SHOWN ON THE TOWN OF MONTVILLE TAX ASSESSOR MAP No. 85 AS LOTS 32 & 43. F. "CONNECTICUT HIGHWAY DEPARTMENT — RIGHT OF WAY MAP — TOWN OF MONTVILLE CONNECTICUT TURNPIKE - FROM RAYMOND HILL ROAD NORTHERLY TO THE 6. TOTAL AREA OF SUBJECT PROPERTY = 289,225± SQUARE FEET (6.64± ACRES). MONTVILLE-NORWICH TOWN LINE" SCALE: 1 INCH = 80 FEET PROJECT- " No. 85-06, SURVEY DATE: JULY 1961, DATED: DECEMBER 27, 1962, SHEET 1 OF 6 - SECTION 2 -.. . 7. THE REMAINDER OF ASSESSOR LOT No. 43 IS TO BE COMBINED WITH ASSESSOR LOT No. PREPARED BY CONNECT Z 32 AS A CONTIGUOUS AND UNDIVIDED PART THEREOF. IT IS NOT TO BE CONSTRUED CONNECTICUT STATE HIGHWAY DEPARTMENT r AS A SEPARATE BUILDING LOT. ASSESSORS LOT No. 32 ALREADY CONTAINS AN G. MAP SHOWING LAND OF CALVIN H. HEATH, JR. & PHYLLIS R. HEATH - 16 FIELDING EXISTING RESIDENCE. DRIVE - UNCASVILLE, CONNECTICUT", SCALE: 1 INCH = 40 FEET, DATED: OCTOBER 2, 1972 z PREPARED BY RAMON S. MAGSUMBOR, P.E. & L.S. �.^h 8. MAP REFERENCE "D" WAS RECORDED IN THE LAND RECORDS FOR THE TOWN OF MONTVILLE ON JUNE 15 r o 1960 DEPICTING THIS PORTION OF FIELDING DRIVE. ON JULY 11, 1963, A SPECIAL TOWN MEETING WAS HELD IN ORDER TO HEAR A PETITION TO ACCEPT AN ADDITIONAL 2,700 FEET OF FIELDING DRIVE (INCLUDING THIS PORTION) SUBJECT TO THE FILING OF PLANS AND SATISFACTORY COMPLETION OF THE ROADWAY. N F LOC��a�� A MOTION TO ACCEPT FIELDING DRIVE WAS MADE, SECONDED AND PASSED. THIS I '' REMAINING PORTION OF FIELDING DRIVE HAS NOT BEEN IMPROVED AS OF THIS DATE, NOR AUSTIN HEWITT & SONS INC. - SCALE: 1 " = 1000' WERE THERE ANY CONVEYANCES OF THIS ROADWAY FOUND WITHIN THE LAND RECORDS. r 2 THE LEGAL STATUS OF THE REMAINING PORTION OF FIELDING DRIVE IS UNDETERMINED. ,F THIS PORTION SHOULD BE CONSIDERED AS A PAPER STREET UNTIL SUCH TIME ASA MORE COMPREHENSIVE LEGAL REVIEW IS MADE. AUSTIN HEWITT & SONS INC. MAINTAINS FULL OWNERSHIP OF THE FORMER RIGHT OF WAY DEPICTED HEREON. - _ _9. THE ASSESSOR FOR THE TOWN OF MONTVILLE HAS ASSIGNED THE PROPOSED LOT #1 A E PARCEL ID NUMBER OF 085/043-000 AND AN ADDRESS OF 37 FIELDING DRIVE; / PROPOSED LOT #2 HAS A PARCEL ID NUMBER OF 0871043-001 AND AN ADDRESS OF (SEE SURVEY NOTE #8)NIF N/F 29 FIELDING DRIVE. N 23'53'56" E N 23'50'50" E N 23 50 50 E C I BOYLE S 23'53056 W• S 3'52'47" W S 23'49'59" W f± 52.49' 168.63' 178.89, ' �7,t 500 f kP REMAINING LAND OF AUSTIN HEWITT & SONS, INC. AREA 3.9± ACRES TOTAL TO BE COMBINED WITH ASSESSOR LOT J32 L� (n n�i N/F = — NOT A SEPARATE BUILDING LOT — O r` I AUSTIN HEWITT � (169,2251 S.F.) (SEE SURVEY NOTE #7) z c ! &SONS INC. c; 42 ;;�A 10T co o 0 AREA = 1.62± ACRES AREA = 1.14± ACRES r� �j (70,425± S.F.) (49,562± S.F.) O) i S 6608'20" E ' �� 00 — '��, \ OD 20'f 488 t . ,l 0�� o o N 1 500'± S 23'53, 5E> W •8 93 X11 S 23*49'59" W o S F rn ;o .I ; o .� o S 23'52'47" W + I I o d � 12'f I NSF I WATFORD NSF NIF N/F N/F NSF N/F NSF NOWAK HEWITT DOYLE SWEENEY o . icz NSF DIO UK DIOTTE MINER �+ *%4 1 GARRITY 20 I26 �o �� 32 33 34 27 28 29 (25 I I I I i i I I I I i I z - STREET UNE — 52.42 171.83 150. oo' — MON STREET LINE _ — ____ — — — — — — ' S 23'50"50" W _T S 23 53 56 W S 23*50'S0" W 494'± TO RAYMOND HILL ROAD FIELEDIN. PUBLICM RIGHT O -F WAY - 50' AVIDT w A — — — — — — STREET UNE — — ! N I rol IT's ttb tt tc.5 L.L.C. LAND SURVEYING N HISTORICAL LAND RECORD RESEARCH COMMERCIAL & RESIDENTIAL DEVELOPMENT P.O. BOX 184 179 PACHAUG RIVER DRIVE GRISWOLD, CONNECTICUT 06351 TELEPHONE (860) 376-2006 FAX (860) 376-5899 O 2006 BOUNDARIES LLC THESE DRAWINGS ARE THE PROPERTY OF BOUNDARIES LLC AND HAVE BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS' PROJECT, AT THIS SITE, AND ARE NOT TO BE DUPLICATED OR USED IN PART OR WfHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. yr l✓ vve Vi rwI I i 11 V-71 rlFri l VLI llll rn Lr 1, • POINT TO BE SET ■ MONUMENT TO BE SET REC RECOVERED O ASSESSOR'S LOT NUMBER MON MONUMENT GRAPHIC SCALE 50 0 25 50 100 200 FORMER ASSESSOR LOT LINE IP IRON PIPE ± MORE OR LESS ( IN FEET 1 INCH = 50 FEET � v 4.✓ F A- .L. 1.L../ L. l 1 lJ ✓ v l .d ..tel.✓ V DEPICTING THE PROPOSED RESIDENTIAL DEVELOPMENT OF .A�CH/ifITT R,ESZL B IVISIOW PREPARED FOR PvOGER .L* Jl:Ajt7jT FIELDING DRIVE "TO MY KNOWLE G. AND BELIEF THIS MAP IS SUBSTANTIALLY MONTVILLE, CONNECTICUT CORRECT AS IV i�EREON. " X ,< SCALE: 1 "=50' MARCH 2006 JOB I. D. NO. 04-1066 SHEET 2 OF 6 70016 � _ � ,.%��� REV A ' PER TOWN ENGINEER COMMENTS 8-10-06 HNA. FA(Li SIR. I: LICENSE NO. DATE REV B PER STAFF COMMENTS 9-20-06 REV "C" OFFSITE DRAINAGE IMPROVEMENT 12-6-06 REV "D" CHANGE SUBDIVISION TO RESUBDIVISION 2--16-07 jv GRAPHIC SCALE FLOWAGE RIGHTS 0 15 30 60 120 ( IN FEET } I INCH = 30 FEET �I�rIN� RESIDENCE r fzzz; MON \ s REC STREET LINE "D") ' ' 999.95MEAS. (1000MAP REF. ) °\-- — 4 N 23°51'56" E --��.— — REFERENCE ONLY 00FOFrll:(T j INV N 59.05 INV S 59.08 j7=j_WFI0-&4j_ WF 10- NET 3241 — — STREET LINE WF%10-2 I I WF/ac WF1IO- I N/F LANDS OF I I CHRISTOPHER A. & SANDRA J. i I S TRZESZKO W SKI VOL.. 363 / PG. 392 I tt rt rs I I I L.L.C. LAND SURVEYING — HISTORICAL LAND RECORD RESEARCH COMMERCIAL & RESIDENTIAL DEVELOPMENT P.O. BOX 184 179 PACHAUG RIVER DRIVE GRISWOLD, CONNECTICUT 06351 TELEPHONE (860) 376-2006 FAX (866) 376-5899 O 2006 BOUNDARIES LILC THESE DRAWINGS ARE THE PROPERTY OF BOUNDARIES LLC AND HAVE BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND ARE NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. PROPOSED GRADING EASEMENT (SEE SURVEY NOTE 18) i ,fir N 23'53'56" E N/F LANDS OF AUSTIN HEWITT & SONS, INC. VOL. 141 / PG. 25 t I / L ECEWD E) CONCRETE MONUMENT 0 IRON PIPE ®• — ANGLE POINT POINT TO BE SET MONUMENT TO BE SET TP # 13 TEST HOLE LOCATION SUBJECT TO REVERSION RIGHTS OF OWNER FERC TEST LOCATION (SEE SURVEY NOTE 19) P-5 � WETLAND FLAG OTHER LANDS OF I _ 4 AUSTIN HEWITT & SONS., INC. RESIDENTIAL WELL N VOL. 141 / PG. 25 UTILITY POLE A EWAS BARB WIRE FENCE y 1 - N/F NOW OF FORMERLY • • WATERCOURSE VOL. VOLUME EXISTING CONTOUR I --- BUILDING SETBACK PG. PAGE REF. REFERENCE STONE WALL Z MIN. MINIMUM rn • ± MORE OR LESS MEAS. MEASURED REC RECOVERED 0 CHD CT HIGHWAY DEPARTMENT MON MONUMENT SQ.FT. SQUARE FEET TYP. TYPICAL W/F WOODEN FRAME BIT BITUMINOUS ' CONC CONCRETE PVMT PAVEMENT SNET SOUTHERN NEW ENGLAND I TELEPHONE I I N F INV INVERT f CMP CORRUGATED METAL PIPE LANDS OF DENNIS M. SWEENEY RCP REINFORCED CONCRETE PIPE VOL. 260 / PG. 669 �I�rIN� RESIDENCE r fzzz; MON \ s REC STREET LINE "D") ' ' 999.95MEAS. (1000MAP REF. ) °\-- — 4 N 23°51'56" E --��.— — REFERENCE ONLY 00FOFrll:(T j INV N 59.05 INV S 59.08 j7=j_WFI0-&4j_ WF 10- NET 3241 — — STREET LINE WF%10-2 I I WF/ac WF1IO- I N/F LANDS OF I I CHRISTOPHER A. & SANDRA J. i I S TRZESZKO W SKI VOL.. 363 / PG. 392 I tt rt rs I I I L.L.C. LAND SURVEYING — HISTORICAL LAND RECORD RESEARCH COMMERCIAL & RESIDENTIAL DEVELOPMENT P.O. BOX 184 179 PACHAUG RIVER DRIVE GRISWOLD, CONNECTICUT 06351 TELEPHONE (860) 376-2006 FAX (866) 376-5899 O 2006 BOUNDARIES LILC THESE DRAWINGS ARE THE PROPERTY OF BOUNDARIES LLC AND HAVE BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND ARE NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. PROPOSED GRADING EASEMENT (SEE SURVEY NOTE 18) i ,fir N 23'53'56" E N/F LANDS OF AUSTIN HEWITT & SONS, INC. VOL. 141 / PG. 25 t I / L ECEWD E) CONCRETE MONUMENT 0 IRON PIPE ®• — ANGLE POINT POINT TO BE SET MONUMENT TO BE SET TP # 13 TEST HOLE LOCATION SUBJECT TO REVERSION RIGHTS OF OWNER FERC TEST LOCATION (SEE SURVEY NOTE 19) P-5 � WETLAND FLAG I _ 4 O RESIDENTIAL WELL N UTILITY POLE 0 0 BARB WIRE FENCE y 1 - DRAINAGE SWALE • • WATERCOURSE '' so EXISTING CONTOUR I --- BUILDING SETBACK CONCRETE RETAINING WALL STONE WALL TREELINE r 1_ 1 NIF K) LANDS OF "__82 AUSTIN HEWITT & SONS, INC. VOL. 141 / PG. 25 PROPOSED GRADING EASEMENT -} (SEE SURVEY NOTE 18) 0) a: 1 78— C', 8 -- o </ .J -,' —7s o \�4 C) NI F LANDS OF RONALD L. & KATHLEEN S. WATFORD VOL. 2 73 / PG. 701 0 .. .�._..r.I.#._ ." d,..f" 494 t TO RAYMOND HILL ROAD - cMR SNET #1757 _ �)_ — - - — — _ — — — — — -- STREET LINE SNET FFt--- # 1 758 EXISTING x p MS71NO EXISTING W WELL = Y �6 h.! 60— � 1 a f, WELL WELL 3 EXISTING �n w I 1 WELL WEU o w i� �-� U r` EXISTING �q m e �. o WELL W DIGS zo w p0 O co �. N/F Z p �N/F LANDS OF o LANDS OF ( WILLARD H. & JOAN E. KENDERICK & JENNIFER J. I N I STRICKLAND ��o�ti PIERCE VOL. 64 PG. 128 N/F VOL. 445 / PG. 674 2s / LANDS OF N/F I \` LA "4DS OF MARK E. & PATRICIA A. L UTYEN VOL. 245 / PG. 60 I CHD �. REC JOHN D. BROMLEY N/F VOL. 449 / PG. 651 LANDS OF DENNIS A. AMES I VOL. 459 / PG. 499 i I I i NON -ACCESS HIGHWAY LINE— S 23'50'50" W 464.57' MEAS. (464.46' MAP REF. "E') REFERENCE ONLY I CHD REC (0A/F=1?,.N(_)1,Z .LI'; 11N 1:). N VJS _C_: )I 01_{ I hereby declare the wetland soil boundary as depicted hereon to be substantially "TO MY KNOWLEQGE AND BELIEF THIS MAP IS SUBSTANTIALLY correct. CORRECT AS- OTED HEREON, " Robert C. Russo, C.S.S. 10 August 2006 Date 70016 . r IN U. FAULISE JR. L.S LICENSE NO. DATE zTOw jq.qp SCALE: 1 " = 1000' SU RTEY .NOTES 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THE SURVEY WAS PERFORMED TO THE STANDARDS OF ACCURACY FOR A HORIZONTAL CLASS 'A-2" BOUNDARY SURVEY WITH CLASS 7-2" TOPOGRAPHIC FEATURES. THIS SURVEY WAS PREPARED TO DEPICT THE PROPOSED RESIDENTIAL SUBDIVISION OF THE SUBJECT PROPERTY AND THE CONCEPTUAL RESIDENTIAL DEVELOPMENT OF THE RESULTING LOTS. 2. THIS IS A DEPENDENT RE -SURVEY OF MAP REFERENCE "D" ALONG THE EXTERIOR BOUNDARY OF THE SUBJECT PARCEL AND AN ORIGINAL SURVEY OF THE PROPOSED SUBDIVISION LOTS. 3. THE NORTH ORIENTATION DEPICTED HEREON IS BASED ON A MAGNETIC BEARING OBSERVED IN THE FIELD ON NOVEMBER 29, 2004. 4. SUBJECT PARCEL WAS CONVEYED TO AUSTIN HEWITT & SONS, INC. BY A CONVEYANCE RECORDED IN VOLUME 141 AT PAGE 25 OF THE TOWN OF MONTVILLE LAND RECORDS. 5. THE SUBJECT PROPERTY LIES ENTIRELY WITHIN ZONE R-40 (MEDIUM DENSITY RESIDENTIAL) AS DEFINED BY THE ZONING REGULATIONS OF THE TOWN OF MONTVILLE. 6. TOTAL AREA OF RESUBDIVISION = 112,276± SQUARE FEET (2.57± ACRES). 7. THE SUBJECT PROPERTY DEPICTED HEREON LIES ENTIRELY WITHIN ZONE X (DETERMINED TO BE AREAS OF MINIMAL FLOODING) AND REFER TO THE FIRM FLOOD INSURANCE RATE MAP FOR TOWN OF MONTVILLE, NEW LONDON COUNTY, CONNECTICUT, PANEL 11 OF 16, COMMUNITY PANEL NUMBER 090099-0011—C, EFFECTIVE DATE: JULY 2, 1980, REVISED: DECEMBER 5, 1995. 8. LOT 1 AND LOT 2 ARE SUBJECT TO A TEMPORARY EASEMENT ALONG THE NORTHERLY AND WESTERLY BOUNDARIES AS DEPICTED IN FAVOR OF AUSTIN HEWITT & SONS, INC. FOR THE PURPOSE OF SLOPE GRADING FOR FUTURE ROAD IMPROVEMENTS. 9. LOT 2 IS SUBJECT TO THE REVERSION AREAS AS DEPICTED HEREON FOR FUTURE PUBLIC .IMPROVEMENTS MADE BY AUSTIN HEWITT & SONS, INC. THE REVERSION AREAS CONTAIN A TOTAL OF 268± SQUARE FEET. 10. LOT 2 IS SUBJECT TO A COMMON DRIVEWAY EASEMENT AS DEPICTED HEREON 1N FAVOR OF LOT 1 FOR ACCESS, UTILITIES AND SHARED MAINTENANCE AS DESCRIBED IN THE "DECLARATION OF COMMON DRIVEWAY EASEMENT" FILED IN THE TOWN OF MONTVILLE LAND RECORDS. 4AP RE FEREWC.L-) A. "MAP SHOWING LAND & RIGHTS OF ACCESS ACQUIRED FROM COUNTY OF NEW LONDON BY THE STATE OF CONNECTICUT — GREENWICH—KILLINGLY EXPRESSWAY — TOWN OF MONTVILLE — 1953 SUPP. CHAP. 107, PART IV", SCALE: 1 INCH = 40 FEET, DATED MARCH 1955, SHEETS: 1-2 OF 2, PROJECT No. 326-01, SERIAL No. 21 PREPARED BY CONNECTICUT HIGHWAY DEPARTMENT B. "PLAN MADE FOR MOHEGAN REALTY COMPANY, INC. IN THE TOWN OF MONTVILLE", SCALE: 1 INCH = 100 FEET, DATED: DECEMBER 1956 PREPARED BY F. E. ROBINSON C. "MAP SHOWING LAND & RIGHTS OF ACCESS ACQUIRED FROM MOHEGAN REALTY COMPANY, INC. BY THE STATE OF CONNECTICUT — CONNECTICUT TURNPIKE — TOWN OF MONTVILLE, PUBLIC ACT 52 SPECIAL SESSION JUNE 1955" SCALE: 1 INCH = 40 FEET, DATED JULY 1960, PROJECT No. 326-01, SERIAL No. 65—A PREPARED BY CONNECTICUT HIGHWAY DEPARTMENT D. "PROPERTY OF MOHEGAN REALTY COMPANY, INC. — MONTVILLE, CONNECTICUT", SCALE. 1 INCH = 100 FEET, DATED: MAY 7, 1960 PREPARED BY THOMAS M. PETERSON, P.E. & L.S. E. "CONNECTICUT HIGHWAY DEPARTMENT - RIGHT OF WAY MAP — TOWN OF MONTVILLE — CONNECTICUT TURNPIKE — FROM THE WATERFORD—MONTVILLE TOWN LINE NORTHERLY TO RAYMOND HILL ROAD", SCALE: 1 INCH = 80 FEET, PROJECT No. 85-06, SURVEY DATE: JULY 1961, DATED: OCTOBER 25, 1962, LAST REVISED: DECEMBER 11, 1962, SHEET 5 & 6 OF 6 — SECTION 1 PREPARED BY CONNECTICUT STATE HIGHWAY DEPARTMENT F. "CONNECTICUT HIGHWAY DEPARTMENT — RIGHT OF WAY MAP — TOWN OF MONTVILLE — CONNECTICUT TURNPIKE — FROM RAYMOND HILL ROAD NORTHERLY TO THE MONTVILLE—NORWICH TOWN LINE", SCALE: 1 INCH = 80 FEET, PROJECT No. 85-06, SURVEY DATE: JULY 1961, DATED: DECEMBER 27, 1962, SHEET 1 OF 6 — SECTION 2 PREPARED BY CONNECTICUT STATE HIGHWAY DEPARTMENT G. "MAP SHOWING LAND OF CALVIN H. HEATH, JR. & PHYLLIS R. HEATH — 16 FIELDING DRIVE UNCASVILLE, CONNECTICUT", SCALE: I INCH = 40 FEET, DATED: OCTOBER 2, 1972 PREPARED BY RAMON S. MAGSUMBOR, P.E. & L.S. Bo U JVD A.R Y S U RI)17E Y DEPICTING THE PROPOSED RESIDENTIAL LOT LAYOUT FOR A7_C'H1HE147-TJTRESUBDTV1S_T0X PREPARED FOR PvOGER 34:A1_C"jf FIELDING DRI VE MONTVILLE, CONNECTICUT SCALE: 1 "= 30MARCH 20,06 JOB I.D. NO. 04-1066 SHEET 3 OF 6 REV '!4 PER TOWN ENGINEER COMMENTS 8-10-06 REV "B" PER STAFF COMMENTS 9-20-06 REV "C " OFFSITE DRAINAGE IMPROVEMENTS 12-6-06 REV "D" CHANGE SUBDIVISION TO RESUBDIVISION 2-16-07 W a N 0 0 NZ 3 ro 0 to to v 0 3 ro t 0 1 to t 0 0 0 0 N F�- w a CL 0 J SANI�rARYDESI W CR 7ER.�..A. - .COQ#1 SA3\JI'ARY - � D �S.�c�. '� log`#2 PROPOSED TWO FAMILY RESIDENCE - 2 BEDROOM/UNIT = 4 BEDROOM DESIGN PROPOSED TWO FAMILY RESIDENCE - 2 BEDROOM/UNIT = 4 BEDROOM DESIGN N/F DESIGN PERCOLATION RATE = 5.1-10.0 MINUTES/INCH DESIGN PERCOLATION RATE = 5.1-10.0 MINUTES/INCH LANDS OF LEACHING AREA REQUIRED = 660 SF EFFECTIVE LEACHING AREA REQUIRED = 660 SF EFFECTIVE AUSTIN HEWITT & SONS, INC. DESIGN: 1,250 -GALLON SEPTIC TANK WITH TWO ROWS OF 48' OF 4' WIDE, 27" NIGH DESIGN: 1,250 -GALLON SEPTIC TANK WITH TWO ROWS OF 56' OF 4' WIDE, 12" HIGH <r�CONCRETE LEACHING GALLERIES (TEEPEES) BY SERIAL DISTRIBUTION. CONCRETE LEACHING GALLERIES BY SERIAL DISTRIBUTION. r� / ��> VOL. 141 PG. 25 LEACHING AREA PROVIDED: 2 x 50' x 7.1 SF/LF = 710.0 SF EFFECTIVE LEACHING AREA PROVIDED: 2 x 58' x 5.9 SF/LF = 684.4 SF EFFECTIVE 1009 RESERVE AREA PROVIDED 1009 RESERVE AREA PROVIDED �' - ---- MINIMUM LEACHING SYSTEM SPREAD CALCULATION MINIMUM LEACHING SYSTEM SPREAD CALCULATION i INV �a.as -_ _ \ \ HYDRAULIC GRADIENT = 6.39 HYDRAULIC GRADIENT = 7. 1 - DEPTH TO RESTRICTIVE LAYER 59" DEPTH TO RESTRICTIVE LAYER = 59" s o i �/---- 6/ -- _____ -�-, w--�-- ��� �" �� -'�\ HYDRAULIC FACTOR 18 HYDRAULIC FACTOR 18 j- / O p �� \ \ FLOW FACTOR 4 BEDROOM = 2.0 FLOW FACTOR 4 BEDROOM = 2.0 s U R V E Y / �' ° � / $6� W O O p 5 ' / �� { :... \ PERCOLATION FACTOR = 1.2 PERCOLATION FACTOR = 1.2 'Y^� 1-9 _ \ MLSS REQUIRED - 43.2 MLSS REQUIRED = 43.2 p \ -e4_ --- �, \ , E/ / '� '"� i / �-- Y-� f - `+'-V '( �� - - PROVIDED = 50 PROVIDED _ 58 ( f r- - f _ �, r \ r-- - Y (' -i INv 75.61 LAN \ t \ ' • X GRAPHIC SCALE j f ��� �R\ -1=6, \ .. ! EEWE �%O7ES t 1 30 0 15 30 60 120 I r 1 ` \ " - - 4- 2 `5' -PROPOSED IN FEET I ' ems\ . TREE LINE 3 c - ��\\ ' I 10 KP��E P 1 -2 i - 1 - 2. JG' 15 ` 1 INCH 30 FEET // 10C 0A l f b \ PROPOSED I vP I I / I 3 \TP #14� DECK DECK �i..�► DECK � � DECK � �TP #15 � I OTHER LANDS OF J \ #I ) AUSTIN HEWITT & SONS, INC. PROPOSED Two LO`IJ#2 �?� PROPOSED TWO / FAMILY RESIDENCE \ Q VOL. 141 PG. 25 _ \ FAMILY RESIDENCE ! 2 BEDROOMS/UNI P-5 PROPOSED / 2 � � � I� 85.4 1 - n 2 BEDROOMS/UNIT 15 15 WELL 1 \ • FF 85.4 BSMT 76.4/ jZ TP # 13 \ / BSMT 76.4 / \82 N/F NOW OF FORMERLY RAIN GARDEN 13 � � � PORCH TP16 X84` / \ (SEE DETAIL) PORCH _ - - ._ r 00 \. VOL. VOLUME ` - TOPSOI�L STOCKPILE PG. PAGE �\ \ PAVED LOCATION v1`. g0 N/F LANDS OF AUSTIN HEWITT & SONS, INC. VOL. 141 / PG. 25 TURNAROUND REF. REFERENCE -5 6 AREA MIN. MINIMUM / ' . TP 21� TP # 1 © iE ice') / \ D� NG N I # P t OUTLET f MORE OR LESS - � SEDIMENT :•�� � 000 � �', � ;i �� � ,8 ;•�,\ ' FENCE - �G �� 2-- \ • MEAS. MEASURED\� P-4 0 I EDGE of 7g_ - - - - REC RECOVERED I 1 GRAVEL ' = \ GRAVEL DGE OF } DRNE BITUMINOUS STONE CHECK CHD CT HIGHWAY DEPARTMENT - - - - _ \ 1 1 LIMITS OF DRIVE �\ - `� % I ! COMMON PAVEMENT . A4M (1YP) MON MONUMENT ' \ , TP`' #9 GRAVEL DRIVEWAY D \ ` `L DRIVE TP 19 a SQ. FT. SQUARE FEET �. 1 \ TP � 22 `rP #6 '. \� / EASES �F�IT / ,; �) 2 i /- 76 - SQ. TYPICAL i ?_6 \ \ W/F WOODEN FRAME FOOTING I P DRAIN BIT BITUMINOUS / CONC CONCRETE PVMT PAVEMENT \ a \ �\ _ cuRelNous NjF Z-\/ \ ' SNET SOUTHERN NEW ENGLAND \ ,��� . PRIMARY P P #20 - y r JQ� \ t P-3 '_;r �\ �� TP #l8 P-6 . � �� X24' � 2� LANDS OF TELEPHONE \ \ \ TP #4A x 1 I RONALD L. & KATHLEEN S. I INV INVERT� `� WATFORD / 15 \ \ \ TP _ �� CMP CORRUGATED METAL PIPE �,.. / P 7 / VOL. 273 PG. 701 _ � 1 RCP REINFORCED CONCRETE PIPE I FF FINISHED FLOOR ELEVATION NjF : " 2-8\ \ TP 3 _` - , /% LANDS OF \ \ if3 I r -- TP 1 A / \ - BSMT BASEMENT FLOOR ELEVATIONi tRti68 DENNIS M. SWEENEY \ \ \ \ \ _ s% // 70 1 \ \ p 100/ VOL. 260 / PG. 669 1001r TP #3' TP #17 /j / �� �p4 0?� o \ \ \ \\ \ \ RESERVE AREA�/� 1 6� r •�� s gjTP6 C) \ \ SEDIME T f - 1 -� FENC \# 7A /� / ( �QQ- \� IEGEWD EXISTIN J(C /lV� ff%/l� 2:1 SLOPE TO BE ESTABLISHED / l 64- �I G \ \ ' F �, EXISTING RESIDENCE \ WITH EROSION CONTROL RESIDENCE �I��TL�IIVI�s \ � '�� �-- BLANKET OR JUTE NETTING � SEDIMENT . \ \ate ? o 74 s_ ----- E) CONCRETE MONUMENT _ - \ \ _ _ - - / / TP FE C# I \ E4 O IRON PIPE 70Dm AREA -2-710 �s o PAVED LEAKOFFS (SEE DETAIL) \ i • - ANGLE POINT ( J - \ 8 _ - - - I _ '' ' WITH AIC DIFlED RIP. �o �/ LOO \ Ex,SPNG 661 O X6.6 ` RAP Ar. END �Q ' l / ;tet;; /6 Q t \ WELL • POINT TO BE SET I { l - �r w / - - - 62 �$.� �' �!✓ O STREET LINE 2 -11 \ -- _ ;, ---- o MONUMENT TO BE SET ``.-62 12 • - - - - - - - - X TP RG#.l '. S4J$ TP RG#2. ' ' , KI �� C. / RETAINING WALL TEST HOLE LOCATION - / 62-�( 2 �J�l•J :i 'S3 60 81)G•: -- f ✓1 y X60,9 _ ` ✓ 60.91 ; ��- - �_ A 1.9 A. 601 . a~ +F. t•. n X i` / X' A - \' -� TP #13 � � � - - --_ 2- i3 ``:.: A rte, � h ���` 7+�, .� ;� _�. 6Q �.� �1.:' '61.1z. 7.1s - - .. PERC TEST LOCATION 63.25 , 62.67 ,. - - �- �� ,- L ` i e�'-Tip HDPE yQ, 4• 12- PE 60/'- P-5 �, - `,, - " a ►„ �.-...` -' 1 61.10 / 60.98 61.03 S�O.O�.60. 4 --�- S-0.01 a.1 9.60 WETLAND FLAG EDGE OF PVL/T INV N 59.05 II DRAINAGE7 EDGE 9F PVMT MATCH CB'B• _ 59.821 SWALE UN GARDEN�A�REA ca"c" 6o.6a I 60.4 S 0120'-15* .003 HDPE ---►_ 6 C8#1 \ 1-4 I INV S 59.08 all i� LANDSCAPED (TYPE 'D-G'� EXISTING Nm -TRACKING TYPE (D -G7 C BO.S3 TF 59.50 I a_ tF 80.20 PAD TF 60.2 INV 56 o a r � \ wQ RESIDENTIAL WELL 6��/ ;'i i �;' r_ FIELDING G DRIVE INV 3e.ae INV 57.4e ,N _ (SEE DETAIL) GRADE INV 37.24 M INV 5748 OUT ,NV 57.24 our 494 t TO RAYMOND HILL ROAD = INV 55 6 C � - UTILITY POLE / s ~� r w^ 60.64 60.29 60.06 _(SEE® SEE' 5 3;7? C 6) BY • 60.67 - THE TGES �NTVILLE) SURFACE FLOW EDGE OF VMT 81TUMINOUS --r 1. r,».a X63 2161.73 61.• 61.47 61.2 CURB \EDGE OF P T 59.87 / 62.30 61.47 61.45 61.49 61.41 61.45 61.02 b0.85 - 6 61.31 60.98 60.72 SNET WFC 10- # 1 75 7 �+i_ - BARB WERE FENCE WF/10 5 - -- -- -- - - - - - - - STREET LINE _- / sNEr - - - - - - -- #3247 - - - - SNET - -0 WFC 10-3 IrtV N 58.85 ExisnNG % 1 758 EXISTING F QO Ir,'v S 59.08 WELL C� «WELL\�6o u 1 Y �-- DRAINAGE SWALE I _- 60- ELL 3 ..,- WATERCOURSEWF I a-2 50 �� © �w ( Q 3 ( Ex LLNG I W (Q • so EXISTING CONTOUR UPLA.r,,D REVIEW ;4PEA C) � t I EXISTING I � ��C mss• �-•-_ -- PROPOSED CONTOUR I ;) Q I �F�� ti''� so Z -- QQ EX NG F/-5 u BUILDING SETBACK O �s WF1 10-1 �� N/F CONCRETE RETAINING WALL N/F LANDS OF STONE WALL N/F LANDS of WILLARD H. & JOAN E. LANDS of I KENDERICI SF's. I TREELINE K &JENNIFER J. CHRISTOPHER A. & SANDRA J. I I << �% STRICKLAND '�90PIERCE , VOL.. SEDIMENT FENCE STRZESZKO WSKI I �s / PG. 128 VOL. 445 / PG. 674 LANUS Ur VOL. 363 / PG. 392 JOHN D. BROMLEY N/F N jF VOL. 449 / PG. 651 LANDS OF 1. THIS SEPTIC SYSTEM INSTALLATION INCLUDING ALL MATERIALS (PIPING, SEPTIC TANK, STONE, FILL, ETC.) USED FOR THIS SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT EDITION/REVISION OF THE 'TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" REVISED JANUARY 1, 2004 OF THE CONNECTICUT PUBLIC HEALTH CODE BY THE STATE OF CONNECTICUT DEPARTMENT OF PUBLIC HEALTH. 2. THERE ARE NO WELLS (POTABLE, GEOTHERMAL, OR IRRIGATION) WITHIN 75' OF THE PROPOSED SEPTIC SYSTEMS. 3. THE UTILITIES DEPICTED HEREON MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO BOUNDARIES, L.L.C. THE SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION ACTIVITY. 4. CALCIUM CHLORIDE AND/OR OTHER SALT ALTERNATIVE WILL BE USED DURING THE WINTER MONTHS FOR THE DRIVEWAY. S U RTE Y WO ITS - 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. THE SURVEY WAS PERFORMED TO THE STANDARDS OF ACCURACY FOR A HORIZONTAL CLASS "A-2" IMPROVEMENT LOCATION SURVEY WITH CLASS 7-2" TOPOGRAPHIC FEATURES. THIS SURVEY WAS PREPARED TO DEPICT THE CONCEPTUAL RESIDENTIAL DEVELOPMENT OF THE LOTS RESULTING FROM FIELDING DRIVE SUBDIVISION, 2. SEE SHEET 3 OF 6 FOR ALL BOUNDARY/EASEMENT INFORMATION AND THE SURVEY NOTES AND MAP REFERENCES. 3. THE NORTH ORIENTATION DEPICTED HEREON IS BASED ON A MAGNETIC BEARING OBSERVED IN THE FIELD ON NOVEMBER 29, 2004. SITE DATA TABLE ZONE: R-40 ITEM REQUIRED LOT #1 LOT #2 LOT AREA 40,000 S.F. 67,276± S.F. 45,000± S.F. LOT FRONTAGE 150 FT 250.00 FT 150.00 FT FRONT YARD 50 FT 180± FT 183:t FT SIDE YARD 15 FT 20:t FT 20:t FT REAR YARD 50 FT 75:t FT 72:± FT BUILDING HEIGHT 35 FT 30± FT 30± FT PARKING SPACES 4 6 6 WATER SUPPLY PRIVATE WELL PRIVATE WELL SANITARY SYSTEM ON-SITE SEPTIC SYSTEM ON-SITE SEPTIC SYSTEM EROSION CONTROL PLAN CERTIFIED BY THE PLANNING AND ZONING COMMISSION OF THE TOWN OF MONTVILLE. CHAIRMAN /SECRETARY DATE APPROVED BY THE PLANNING AND ZONING COMMISSION OF THE TOWN OF MONTVILLE. !ANDS OF i CHAIRMAN/SECRETARY DATE MARK E. & PATRICIA A. ( I DENNIS A. AMES L UTYEN I I VOL. 459 / PG. 499 VOL. 245 / PG. 60 S11 E D OP�A4EJV7' DEPICTING THE PROPOSED RESIDENTIAL DEVELOPMENT OF I I HATCHC ITT RES`�C D�i�ISIOJV 40CHD REC PREPARED FOR CHD NON -ACCESS HIGHWAY LINEtt rt rs - - - -- - - -- - - - REC - - - - - - - -- L.L.L. LAND SURVEYING - HISTORICAL LAND RECORD RESEARCH COMMERCIAL & RESIDENTIAL DEVELOPMENT P.O. BOX 184 179 PACHAUG RIVER DRIVE GRISWOLD, CONNECTICUT 06351 TELEPHONE (860) 376-2006 fFAX (860) 376-5899 O 2006 BOUNDARIES LLC' THESE DRAWINGS ARE THE PROPERTY OF BOUNDARIES LLC AND HAVE BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND ARE NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. INTERSTATE-, R O UTE #3 A5 GOVERNOR JOHN 131AVIS LODGE TURNPIKE "TO MY KNO CORRECT AS FIELDING DRIVE MONNILLE, CONNECTICUT AND BEUEF TyIS MAP,.=IS SUBSTANTIALLY eREO SCALE: 1 "=30' MARCH 2006 JOB I.D. N0. 04-1066 SHEET 4 OF 6 DC1/ »A» DC -0 T/11A/Al rnininicco I POB GINEER COMMENTS 8-10-06 70016 f4 F REV PER STAFF COMMENTS 9-20-06 JOHN U. FAU�ISE JR. L.S. LICENSE N0. DATE: REV C OFFSITE DRAINAGE IMPROVEMENTS 12-6-06 .� REV "D" CHANGE SUBDIVISION TO RESUBDIVISION 2-16-07 z W 0 7 66 1' V .N� PLACE MODIFIED EXISTING I RR'' EXISTIN RIP RAP AT n -64= �G G INLETS AND / BRIDGE RESIDENCE I REIDENGE SLOPES - (� _ / �/ 15 A W v /J DD FE 70 o HATCH/HEWITT \ o , .. MAPLE ! EXISTING PIPE FE #2(24 CMP) FE # 1(24 CMP) / / / INV 55.99 !NV 55.9 R v c Y RESUBDIVISION SITE 64� + > / 14 0 \E '� t _ FILL 112'-+ SF OF ' .-- �--- - - - -64 BIRCH I \ WETLANDS WITH 8_+ CY OF GRAVEL AND I P RAP 2 0 0 \ � � 15 TWIN wFp12-1 co / L ON 18 OAK \ - W 20'-24" ACCMP ASH wFd12-3 S=0.0 3 o WF 11-2 -�62 _�`_-- 12 r - BIRCH REMOVE 10 OF SNET - n Zs n n 2_4 A CMP F112- WFI12 3 #1755 RETAINING WALLWALL I RETAINNG " 60 -'- 50 -15 HDPE S=0.005 59.9 59.64 -. _60.24 _---------------- � so. � 0 59.s2 0 59.3--:- EXISTING CONCRETE 60.41 59.36 / I BLOCK HEADWALL 4 59.44 59.30 1N DISREPAIR o 132'-15 " HDPE -- 14 / / a S=0.005 CB#2 (TO BE REMOVED BY CB# 1 TF 59.00 STORM MH #1 I I TF 59.50 ��(TO BE CONSTRUCTED BY INV 55.98 IN TF 59.37 I lv THE TOWN OF MONTVILLE) INV 56.64 IN THE TOWN. OF MONTVILLE) I I, / /,IT INV 55.81 (N) OUT T T INV 55.98 OUT INV 55.73 /N (15) INV 55.72 (S) OUT FIELDING DRIVEr INV BE OUT ----" " � � TO BE CONSTRUCTED BY (TO BE CONSTRUCTED 8Y INV 55.53E IN (EXIST. 24) I I cV / I � ( THE TOWN OF MONTVILLE) INV 55.44-+ OUT (EXIST. 24") _:__--- -THE TOWN OF MONTVILLE) STAKED HAY BALES I I / 59. _ _ _- ® CB (TYP.) 59.34 59.22 58.86 60.67 60.29 60.06 --- 59.81 EDGE OF PVMT SNET - - - BITUMINOUS CURB #1757 _ - -- - - SNET PAVED - #1756 Y I I I1 LEAKOFF MON MON 1 I f INV OUT 54.27 x REG I I 60--- ---' REG I � � O 1 WF # 11 _3 60' �\ W # 1 1 _ 2 IT _I ms I q o P v o 50 ' / l� > O z `� UPLAND REI /EW ARE !NV OUT 54.33 � N F NOW OF FORMERLY V, \ Q O (TYP A VOL. VOLUME Y / \ Pi % <• PG. PAGE REF. REFERENCE -! °� I 60 / 1 I � I � � 7,/77/7/-/- INV OUT 57.38 MIN. MINIMUM I / l f MORE OR LESS EXISTING WF# 1 1 MEAS. MEASURED RESI D ENCE REC RECOVERED a I 1 I CHD CT HIGHWAY DEPARTMENT MON MONUMENT SQ. FT. SQUARE FEET S u n V •L, y :o'I �LS TYP TYPICAL o Y �l D S1 E I AY W/F WOODEN FRAME �L .L� _ �l_ .1� 1, THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT BIT BITUMINOUS STATE AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS CONC CONCRETE FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS PREPARED AND ADOPTED GRAPHIC SCALE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. PVMT PAVEMENT SNET SOUTHERN NEW ENGLAND TELEPHONE 20 0 10 20 40 8o THE SURVEY WAS PERFORMED TO THE STANDARDS OF ACCURACY FOR A HORIZONTAL INV INVERT ICLASS "A-2" IMPROVEMENT LOCATION SURVEY WITH CLASS "T¢-2" TOPOGRAPHIC CMP CORRUGATED METAL PIPE FEATURES. RCP REINFORCED CONCRETE PIPE ( IN FEET) THIS SURVEY WAS PREPARED TO DEPICT THE CONCEPTUAL RESIDENTIAL DEVELOPMENT OF FF FINISHED FLOOR ELEVATION 20 THE LOTS RESULTING FROM FIELDING DRIVE SUBDIVISION. BSMT BASEMENT FLOOR ELEVATION I INCH = FEET 2. SEE SHEET 3 OF 6 FOR ALL BOUNDARY/EASEMENT INFORMATION AND THE SURVEY NOTES AND MAP REFERENCES. 3. THE NORTH ORIENTATION DEPICTED HEREON IS BASED ON A MAGNETIC BEARING NOTES: OBSERVED IN THE FIELD ON NOVEMBER 29, 2004. 1. SEE CONNECTICUT STANDARD28-C SSHEETN0. 228-ETYPE "CC"-))OR4. OR 2 LIMIT OF INLAND WETLANDS WERE DELINEATED BY ROBERT C. RUSSO, CERTIFIED SOIL (TYPE "C -L") WHICHEVER APPLIES FOR: SCIENTIST. EGEND. A. DETAILS OF PRECAST TOPS .f B. DEPRESSED GUTTER DETAILS PROPOSED GRADE O CONCRETE MONUMENT 2. FOR DETAILS OF STEEL FRAME ,AND _ GRATE SEE STANDARD DOT SHEETS. _ - _ _ WOTES O IRON PIPE -i PAVEMENT FOR ROADS =III I=- IN 4" LOAM LAWN AREAS AND SEED IN ANGLE POINT STEEL FRAME AND GRATE - TYPE B 1, ALL EXISTING UTILITIES ARE APPROXIMATE ONLY, THE CONTRACTOR SHALL VERIFY ALL �- • -� I - A CURB LINE » » » _ a - UTILITY LOCATIONS AND ELEVATIONS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL FOR FOR TYPE C, `C -G" AND `C -L" j a o o °„ C° �' • POINT TO BE SET " » CATCH BASIN ANO DROP INLET W i i! (� ° o o ° ; o (-- =�6" PROCESSED CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO TYPE C CONN. STATE STANDARD Q N o a ° '0 0 : ° .o �" __ _ GRAVEL IN ANY EXCAVATION. o MONUMENT TO BE SET-� a ae ° . -_ ROADWAY o ° b 6° ° ° o BANK RUN GRAVEL 2. THE OFFSITE IMPROVEMENTS INDICATED ON THIS PLAN WILL BE CONSTRUCTED BY THE TEST HOLE LOCATION _ �, 0 0 0 -0-0 ,�-OR APPROVED TOWN OF MONTVILLE DEPARTMENT OF PUBLIC WORKS TO IMPROVE AN EXISTING DRAINAGE OPENING IN SPACER CAP 12 0 PIPE ° - 120 _ _ GRAVEL BACKFILL PROBLEM IN FIELDING DRIVE. PERC TEST LOCATION o " MIN, 0 DIAMETER ,-MIN, MATERIAL P-5 AND REDUCER - 2 -4 FOR - - TYPE "C", C-10FOR TYPE "C -L' ° ° 0-0 ( 3. THE PROPOSED WORK (REMOVAL OF THE EXISTING HEADWALL AND CONSTRUCTION OF THE 1-4 WETLAND FLAG - ° 0 0) o o -- DRAINAGE SYSTEM AS INDICATED ON THIS PLAN) IS ANTICIPATED TO TAKE PLACE DURING CL OF C. B. - 0 ° o ° o I-- �" STORM DRAINAGE THE WINTER OF 2006. DEPENDING ON THE WATER FLOW, A DEWATERING BYPASS PUMP RESIDENTIAL WELL 0 PIPE AND ASSOCIATED PIPING MAY BE REQUIRED IN ORDER TO PERFORM THE CONSTRUCTION UTILITY POLE - - °° IN DRY CONDITIONS. 3/4" CRUSHED 0 0 0 = SURFACE FLOW STONE BEDDING I_ o 0 0 c 0 0 0 0 PLAN v PRECAST TOP _ I o 0 0 0 0 BARB WIRE FENCE - ° 0 0 0 0 0 0 0 0 0 o „ Co S S U C7 -TOW S E U EWCE - DRAINAGE SWALE `111- 10 3/16" l'-8 3/16" ," = (�- _ - -_- I --� F-TELDIXG D SVP DP��I�.�� �!'1�o'RxWATERCOURSE 1'-1 5 8" 2 - - III -I I ((I - G / PRECAST TOP DIMENSIONS -i 11-1 so IIIIIII EXISTING CONTOUR (T'A'E "C" SHOWN) ARE IIII--► I I --I 1. SECURE ALL NECESSARY LOCAL, STATE, AND FEDERAL PERMITS. ALL WORK SHOULD BE a APPROXIMATE PERFORMED DURING THE DRY SEASON (LATE SUMMER/FALL). WORK ON THE 24" STREET CROSS SLOPE NOTES: 1. PI PIPE L PLACED IN OR ON LEDGE, ALL LEDGE WITHIN 12" OF ACCMPS AND HEADWALL REMOVAL HAS BEEN SEPARATED INTO 2 PHASES AS INDICATED PROPOSED CONTOUR PIPE SHALL BE REMOVED AND REPLACED WITH PIPE BEDDING. ON THE ATTACHED PLANS. THE STREAM FLOW INTO BOTH CULVERTS WILL BE BUILDING SETBACKf 2. MINIMUM PIPE COVER SHALL CONFORM TO MANUFACTURER'S TEMPORARILY DIVERTED INTO 1 CULVERT IN ORDER TO WORK ON EACH PIPE 7f SPECIFICATIONS. SEPARATELY, THEREFORE IT IS CRITICAL THAT THIS WORK BE PERFORMED WHEN CONCRETE RETAINING WALL Ty rT� r�, THERE IS NO PRECIPITATION FORECASTED FOR THE PERIOD TO PERFORM THE WORK. 6" SPACER (NOT REQ.D) STORM .1".L..[" E IR' EXCH DEPENDING ON WATER FLOW TO THE EXISTING CULVERTS, A DEWATERING/BYPASS STONE WALL - PIPE UNLESS SPEClFlC�ALLY PUMP SYSTEM STILL MAY BE REQUIRED TO KEEP THE WORK AREA IN THE "DRY". TREELINE MIN. DEPTH TO TOP OF 1'_6» NOT TO SCALE UNDER TRAVELWAY 1'-7 1/2' REDUCER 1-o"t 2'-4"10" 2. PHASE l: INSTALL A ROW OF SANDBAGS OR APPROVED EQUAL AS SHOWN IN ORDER SEDIMENT FENCE ORDERED OTHERWISE, TO TEMPORARILY DIVERT FLOW TO THE SOUTHERLY EXISTING CULVERT. REMOVE THE UNDER UNTRAVELED AREAS of - KNOCKOUTS FOR PIPES MIN. 4' FROM TOP AND BOTTOM OF RISER jaunD ttrirs ` o� L.L.C. LAND SURVEYING N HISTORICAL LAND RECORD RESEARCH COMMERCIAL & RESIDENTIAL DEVELOPMENT P.O. BOX 184 179 PACHAUG RIVER DRIVE GR'ISWOLD, CONNECTICUT 06351 TELEPHONE (860) 376-2006 FAX (860) 376-5899 O 2006 BOUNDARIES LLC THESE DRAWINGS ARE THE PROPERTY OF BOUNDARIES LLC AND HAVE BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND ARE NOT TO BE DUPLICATED OR USED IM PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. RISER i' MIN. WELDED WIRE (VARIES) FABRIC 3" MORTAR JOINTS 1 1/2" KNOCKOUT FLOW KEY (TYP) FLOW LINE LINE RISER TYPICAL KNOCK OUT (VARIES) FOR STORM PIPES PERVIOUS BACKFILL CL " ABOVE THIS ELEV. 6^ 2 COVER MAX. DEPTH 3, "� MINIMUM BELOW THE TOP OF z STRUCTURE =� M BASE 0 0 MIN CRUSHED STONE BASE 4' B" 3' 4'-4" SECTION o B A SECTION STA' A ARD CATCH BASIN SPE "C„ OR. "C L" NOT TO SCALE NORTHERLY PORTION OF THE HEADWALL AND INSTALL A 24 FLARED END ONTO THE EXISTING PIPE. INSTALL MODIFIED RIP RAP AROUND THE INLET AND ON THE SLOPES TO STABILIZE. 3. PHASE 11: RELOCATE THE ROW OF SANDBAGS OR APPROVED EQUAL AS SHOWN IN ORDER TO TEMPORARILY DIVERT FLOW TO THE NEW NORTHERLY FLARED END SECTION AND 24" ACCMP. SAWCUT THE PAVEMENT IN FIELDING DRIVE AS NECESSARY, REMOVE AND DISPOSE OF PAVEMENT. INSTALL THE PROPOSED STORM MANHOLE, REMOVE THE SOUTHERLY PORTION OF THE HEADWALL AND 10 OF THE EXISTING 24" ACCMP, INSTALL 20' OF 24" ACCMP AND FLARED END SECTION FROM THE NEW STORM MANHOLE UP TO AND ADJACENT TO THE NEW FLARED END SECTION FOR THE NORTHERLY CULVERT, IMMEDIATELY STABILIZE ALL DISTURBED SLOPES WITH .MODIFIED RIP RAP, STABILIZE FLATTER AREAS WITH NOT LESS THAN 4" OF TOPSOIL, SEED WITH GRASS AND MULCH. INSTALL MODIFIED RIP RAP AROUND THE INLET. REMOVE THE SANDBAGS. 4. SAWCUT THE ADDITIONAL PAVEMENT IN FIELDING DRIVE AS NECESSARY TO INSTALL THE CATCH BASINS AND PIPING. REMOVE AND DISPOSE OF PAVEMENT. INSTALL REMAINING DRAINAGE SYSTEM INCLUDING PIPE AND CATCH BASINS. INSTALL STAKED HAY BALES AROUND ALL CATCH BASINS UNTIL PAVING IS INITIATED. PAVE ALL DISTURBED ROAD AREAS. STABILIZE ALL OTHER DISTURBED AREAS WITH NOT LESS THAN 4" OF TOPSOIL, SEED WITH GRASS AND MULCH. "TO MY KNOWLE of AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS- I ED 40N. " a=_ _. _ _ T 70016sLzc, tt/ JOHN U. `.FADLIS JR. L.S. LICENSE NO. DATE f � ; INSTALL SAND 14 BAGS OR EQUAL TO TEMPORARILY DIVERT FLOW TO INSTALL FE 11 AND RIP RAP / BRIDGE APRON/SLOPE `V J 15" MAPLE / jINSTALL IF 24 " - INV 55 90 CMP) 14„ o TEMPORARILY DIVERT RCH I FLOW TO EXISTING SOUTHERN 24 � l ACCMP CULVERT 15" TWIN - -/ ASH / WF/12-1 1 18' OAK n _ WF;/ 12-3 - ij d WF/12-2 I I F/rz- WFI12-3 #1 755 _I I REMOVE NORTHERN PORTION s9.37 5s.3s I I I / OF EXISTING CONCRETE I I a BLOCK HEADWALL / I a INV 55.81 (N) OUT I I v I I V INV 55.72 (S) OUT /ry I I / 59. 58.86 US CURB--- - PAVED rl LEAKOFF PHASE I SCALE: 1 » = 20' \v INSTALL SANDBAGS OR EQUAL TO TEMPORARILY DIVERT FLOW TO INSTALL FE #2 AND P BRIDGE / RIP RAP APRON/SLOPE 15„ INSTALL / k,7 MAPLE FE #2(24 CMP) INV 55.99 /i I TENfPORARILY - - - -64- - FILL 112'.+ SF OF DIVERT FLOW - WETLANDS WITH 81- CY OF GRAVEL 14 " TO NEW FE # 1 AND �IP RAP 118IRCH INSTALL 15" TWIN wF/12 1s 18" OAK _ 20'-24" ACS ASH �F, WF/12-3 S=0.023 =w =1' ` - 22 "--- ij 6 2 - REMOVE X 10' OF WFi112-2 1 O BIRCH EXISTING 24' :' n SNET n n n n n ACCMP q)2- WFI12-3 #1755 _ RETAINING WALL INSTALL 50'-15" HDPE S=0.005 REMOVE SOUTHERN PORTION 59.44 59 37 59.36 / / OF EXISTING CONCRETE 59.30 0 / / a BLOCK 55.81 HEADWALL DN A OUT CB#2 INSTALL TF 59.00 STORM MH # 1I I v / / v INV 55.72 (S) OUT INV 55.98 IN TF 59.37 v Q INV 55.98 OUT INV 55.73 IN (15") (TO BE CONSTRUCTED BY INV 55.531- IN (EXIST. 24") I I N l 11V THE TOWN OF MONTVILLE) INV 55.44-+ OUT (EXIST. 24") I I / 59. 58.86 BITUMINOUS CURB PHASE.Tl SCALE: 1 " = 20' EROSION CONTROL PLAN CERTIFIED BY THE PLANNING AND ZONING COMMISSION OF THE TOWN OF MONTVILLE. CHAIRMAN/ SECRETARY DATE APPROVED BY THE PLANNING AND ZONING COMMISSION OF THE TOWN OF MONTVILLE. CHAIRMAN/SECRETARY DATE OFF-S17'El T�A4PRO EX'111� Pl. DEPICTING THE PROPOSED RESIDENTIAL DEVELOPMENT OF HqTC'H1HE'_W2TTT RES U BDlVTSION PREPARED FOR ROGER .E*AT-C--3T FIELDING DRIVE MONTVILLE, CONNECTICUT SCALE: AS SHOWN AUGUST 2006 JOB I.D. N0. 04-1066 SHEET 5 OF 6 REV 'A" PER TOWN ENGINEER COMMENTS 8-10-06 REV "B" PER STAFF COMMENTS 9-20-06 REV "C" OFFSITE DRAINAGE IMPROVEMENTS 12-6-06 REV "D" CHANGE SUBDIVISION TO RESUBDIVISION 2-16-07 1 i 1AWDSCAPE SCHEDUIE KEY QTY. NAME (BOTANICAL/COMMON) SIZE _ A I Acer ginnala , 3 -4 ht. 5-41" TAN MEDIUM SANDY LOAM 33-50" GRAVEL Amur Maple In Swale Cr 3 Cornus racemosa 2 gal. ,PIT 0-6 TOPSOIL 0-8" TOPSOIL Gre Do wood 8-75" COARSE GRAVEL Co 9 Cepahlanthus Occidentalis 2 gal. TEST PIT # 11 TEST PIT # 19 Button Bush 0-33" TOPSOIL IMP9Myrica 33-50" GRAVEL pansylvanica2 g al. TEST PIT # 12 MOTTLING ® 59'; NO LEDGE, GROUNDWATER ® 59" Northern. Bayberry TEST PIT #20 LOAM, SEED I i AND MULCH 13' 7' FIELDING WITH GRASS DRIVE I 7 TOPSOIL (12" MINIMUM) �-�� ELEV 58.5_''_ I U _ In I NOT TO SCALE 3 Co R.�IN CC ARD PN #1 1 "=20' FIL TER FENCE C o �' �P PX• � M 50' MINIMUM COMPACTED BACKFILL o°c o°o°< 000000°°°oc 000( MINIMUM — 1= EXCAVATE R..A1W C. P\,DPN #2 1 "=20' ■� �- moon ONO" PUBLIC ROAD >°0°0°0°0°0°0°0°0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 > o 0 0 0 0 0 0 0000 0 0 0 0 0 000000000°000000eoo0o00 — — >°0000°0°o°o°p°°°°@�°O° - >00°0000000°0°0°0°©00 >°o°o°o°o°o°o°o°o°e° '0000°°°.0009°°° �— R=10' MIN (TYP) i°0°0°0°0°0°°°0°° >0°°°°0°°°°° ,00000000000° >°°°°°o°o° >°°°o°°°°° CT. DOT 13 STONE >00°°°0° 0000000 °o° >00 6 x 6'° 24 OR FILTER FABRIC TRENCH AS REQUIRED4,/ 1� FLOW EXISTING GRADE ' 12" MIN. DEPTH UNDISTURBED GROUND SEDIMENT PXCE DETA .E NOT TO SCALE 2" BIT CONC. PAVEMENT (MIN.) 8" BANK RUN o GRAVEL (MIN.) S_W ECTIOW T -TE' NOT TO SCALE GRAVEL OR PAVE TO STREETLINE PAVED TRAVEL 3% SLOPE MAX. FOR SURFACE 0 10' MINIMUM I� 1 » MAINTAIN 1 LIP MA ,� AT EDGE OF PAVEMENT VI YY SEE SECTION E ,o BITUMINOUS 1jy, CONCRETE RADIUS (TYP.) TYPICJU DRI-YEIVAY APROW NOT TO SCALE /r ja tt rt r s i� L.L.C. LAND SURVEYING N HISTORICAL LAND RECORD `RESEARCH COMMERCIAL & RESIDENTIAL DEVELOPMENT P.O. BOX 184 179 PACHAUG RIVER DRIVE GRISWOLD, CONNECTICUT 06351 TELEPHONE (860) 376-2006 FAX (860) 376-5899 © 2006 BOUNDARIES LLC THESE DRAWINGS ARE THE PROPERTY OF BOUNDARIES LLC AND HAVE BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND ARE NOT TO BE DUPLICATED OR USED IM PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. EXPOSED SUBGRAD s,'r 1 "=20' I I /.r" -o1 icucn crnmr 27£ET 'Y'£S'I T17 RES'IlL7S DEEP TEST PITS WERE WITNESSED BY DAVE COUGHLIN of THE DEEP TEST PITS WERE WITNESSED BY DAVE COUGHLIN OF THE GROUND COVER MIX OF 1LB/1250 SF OF THE FOLLOWING SIZE TEST PIT #9 TEST PIT # 17 Carex (Sedge) - In Swale 5-41" TAN MEDIUM SANDY LOAM 33-50" GRAVEL Juncus Efusus (Soft Rush) In Swale MOTTLING ® 27'; NO LEDGE, NO GROUNDWATER MOTTLING ® 59", NO LEDGE, GROUNDWATER ® 59" Panicum Virgatum (Switchgrass) Around Perimeter LOAM, SEED I i AND MULCH 13' 7' FIELDING WITH GRASS DRIVE I 7 TOPSOIL (12" MINIMUM) �-�� ELEV 58.5_''_ I U _ In I NOT TO SCALE 3 Co R.�IN CC ARD PN #1 1 "=20' FIL TER FENCE C o �' �P PX• � M 50' MINIMUM COMPACTED BACKFILL o°c o°o°< 000000°°°oc 000( MINIMUM — 1= EXCAVATE R..A1W C. P\,DPN #2 1 "=20' ■� �- moon ONO" PUBLIC ROAD >°0°0°0°0°0°0°0°0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 > o 0 0 0 0 0 0 0000 0 0 0 0 0 000000000°000000eoo0o00 — — >°0000°0°o°o°p°°°°@�°O° - >00°0000000°0°0°0°©00 >°o°o°o°o°o°o°o°o°e° '0000°°°.0009°°° �— R=10' MIN (TYP) i°0°0°0°0°0°°°0°° >0°°°°0°°°°° ,00000000000° >°°°°°o°o° >°°°o°°°°° CT. DOT 13 STONE >00°°°0° 0000000 °o° >00 6 x 6'° 24 OR FILTER FABRIC TRENCH AS REQUIRED4,/ 1� FLOW EXISTING GRADE ' 12" MIN. DEPTH UNDISTURBED GROUND SEDIMENT PXCE DETA .E NOT TO SCALE 2" BIT CONC. PAVEMENT (MIN.) 8" BANK RUN o GRAVEL (MIN.) S_W ECTIOW T -TE' NOT TO SCALE GRAVEL OR PAVE TO STREETLINE PAVED TRAVEL 3% SLOPE MAX. FOR SURFACE 0 10' MINIMUM I� 1 » MAINTAIN 1 LIP MA ,� AT EDGE OF PAVEMENT VI YY SEE SECTION E ,o BITUMINOUS 1jy, CONCRETE RADIUS (TYP.) TYPICJU DRI-YEIVAY APROW NOT TO SCALE /r ja tt rt r s i� L.L.C. LAND SURVEYING N HISTORICAL LAND RECORD `RESEARCH COMMERCIAL & RESIDENTIAL DEVELOPMENT P.O. BOX 184 179 PACHAUG RIVER DRIVE GRISWOLD, CONNECTICUT 06351 TELEPHONE (860) 376-2006 FAX (860) 376-5899 © 2006 BOUNDARIES LLC THESE DRAWINGS ARE THE PROPERTY OF BOUNDARIES LLC AND HAVE BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND ARE NOT TO BE DUPLICATED OR USED IM PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. EXPOSED SUBGRAD s,'r 1 "=20' I I /.r" -o1 icucn crnmr 27£ET 'Y'£S'I T17 RES'IlL7S DEEP TEST PITS WERE WITNESSED BY DAVE COUGHLIN of THE DEEP TEST PITS WERE WITNESSED BY DAVE COUGHLIN OF THE UNCAS HEALTH DISTRICT ON 8 OCTOBER 2004 UNCAS HEALTH DISTRICT ON 1 DECEMBER 2005 TEST PIT #9 TEST PIT # 17 0-5 TOPSOIL 0-33" TOPSOIL 5-41" TAN MEDIUM SANDY LOAM 33-50" GRAVEL 41-74" MEDIUM SAND & GRAVEL 50-94" FINE SILTY SANDS MOTTLING ® 27'; NO LEDGE, NO GROUNDWATER MOTTLING ® 59", NO LEDGE, GROUNDWATER ® 59" TEST #10 TEST PIT # 18 ,PIT 0-6 TOPSOIL 0-8" TOPSOIL 6-31" FINE TAN SILTY LOAM 8-75" COARSE GRAVEL 31-82"' MEDIUM SAND AND GRAVEL 75-93" SAND AND GRAVEL MOTTLING ® 31", NO LEDGE, NO GROUNDWATER NO MOTTLING, NO LEDGE, NO GROUNDWATER TEST PIT # 11 TEST PIT # 19 0-16" TOPSOIL 0-33" TOPSOIL 16-82" MEDIUM SAND & GRAVEL 33-50" GRAVEL NO MOTTLING, NO LEDGE, NO GROUNDWATER 50-94" FINE SILTY SANDS TEST PIT # 12 MOTTLING ® 59'; NO LEDGE, GROUNDWATER ® 59" 0-12" TOPSOIL TEST PIT #20 12-42" GRAVEL 0-20" TOPSOIL 42-87" SILTY SAND 20-37" SUBSOIL BROWN LOAMY SAND NO MOTTLING, NO LEDGE, NO GROUNDWATER 37-86" COARSE SAND & GRAVEL TEST PIT # 13 MOTTLING ® 60", NO LEDGE, GROUNDWATER ® 63" 0-8" TOPSOIL TEST PIT #21 8-33" TAN MEDIUM SANDY LOAM 0-16" TOPSOIL 33-84'" GRAY SAND & GRAVEL 16-34" TAN MEDIUM SANDY LOAM MOTTLING 0 27'; NO LEDGE, NO GROUNDWATER 34-56" SAND AND GRAVEL TEST PIT #14 56-79" GRAY FINE SANDS 12:20 17 1 /4" MOTTLING ® 30"t NO LEDGE, GROUNDWATER ® 34" 0-8" TOPSOIL 07,12:38 8-35" BROWN MEDIUM SANDY LOAM TEST PIT #22 35-80" GRAY FINE SAND AND GRAVEL GROUNDWATER ® 4" MOTTLING ® 35", NO LEDGE, GROUNDWATER 0 70" TEST PIT #23 TEST PIT #15 0-8" TOPSOIL 0-8" TOPSOIL 8-16" SUB SOIL 8-27" TAN FINE SANDY LOAM 16-85" GRAVEL 27-43" GRAY FINE SILTY SANDS NO MOTTLING, NO LEDGE" NO GROUNDWATER 43-80"' MOTTLED MEDIUM SAND 3:35 15 7/8" MOTTLING 0 28", NO LEDGE, NO GROUNDWATER TEST PIT # 16 EMPTY 0-3" TOPSOIL 3:40 16 3/8" 3-45" DARK BROWN SANDY LOAM 45-82" RED BROWN MEDIUM SAND & GRAVEL MOTTLED THROUGHOUT 3:45 17" MOTTLING ® 28", NO LEDGE, NO GROUNDWATER PERCOLATION RATE. 4.0 DEEP TEST PITS #IA -#2A WERE WITNESSED BY DAVE COUGHLIN OF THE UNCAS HEALTH DISTRICT AND ROBERT J. SCHUCH, P.E. ON 7-11-05, DEEP TEST PITS #3A -#8A WERE WITNESSED BY DAVE COUGHLIN OF THE UNCAS HEALTH DISTRICT AND ROBERT J. SCHUCH, P.E. ON 7-12-05. MINUTES/INCH TEST PIT #1A TEST PIT #5A 0-6" DARK BROWN TOPSOIL 0-19" DARK BROWN TOPSOIL AND 6-91" GRAY -BROWN MEDIUM SAND AND GRAVEL LIGHT BROWN VERY FINE SILTY SAND NO MOTTLING, NO LEDGE, NO GROUNDWATER 19-99" GRAY MEDIUM SAND AND GRAVEL PERCOLATION RATE: NO MOTTLING, NO LEDGE, NO GROUNDWATER TEST PIT #2A P-4 0-25" DARK BROWN TOPSOIL TEST PIT 6A 25-93" GRAY -BROWN MEDIUM -FINE SAND, SOME COBBLES 0-9" DARK BROWN TOPSOIL NO MOTTLING, NO LEDGE, NO GROUNDWATER 9-31 " LIGHT BROWN FINE SANDY LOAM 31-97" GRAY MEDIUM SAND, TRACE OF GRAVEL TEST PPT #3A NO MOTTLING, NO LEDGE, NO GROUNDWATER 0-7" DARK BROWN TOPSOIL TEST PIT 7A 7-89" LIGHT BROWN -GRAY SAND AND GRAVEL NO MOTTLING, NO LEDGE, NO GROUNDWATER 0-17" DARK BROWN TOPSOIL 17-91" LIGHT BROWN -GRAY SAND AND GRAVEL TEST PIT #4A NO MOTTLING, NO LEDGE, NO GROUNDWATER 0-1 1 " DARK BROWN TOPSOIL TEST PIT 8A # 11-102" GRAY -BROWN MEDIUM SAND AND GRAVEL NO MOTTLING, NO LEDGE, NO GROUNDWATER 0-8" DARK BROWN TOPSOIL 8-23" LIGHT BROWN FINE SANDY LOAM, STONEY TIME READING 23-116" GRAY -BROWN MEDIUM -COARSE SAND AND GRAVEL NO MOTTLING, NO LEDGE, NO GROUNDWATER DEEP TEST PITS RG# 1-RG#2 WERE WITNESSED BY ROBERT J. SCHUCH, P.E., TOM FENTON, MONTVILLE TOWN ENGINEER AND DONALD BOURDEAU, DIRECTOR OF DEPARTMENT OF PUBLIC WORKS ON 11-14-06. 12:07 11,1112- " TEST PIT RG# 1 TEST PIT RG#2 0-6" DARK BROWN TOPSOIL AND 0-6" DARK BROWN TOPSOIL 6-24" LIGHT BROWN GRAY MEDIUM SANDY LOAM 6-66" GRAY MEDIUM -COARSE SANDY GARVEL 24-40" BROWN MEDIUM SAND, TRACES OF SILT POSSIBLE MOTTLING ® 51-, NO LEDGE, GROUNDWATER ® 56" 40-66" GRAY BROWN MEDIUM SILTY SAND, SOME GRAVEL 2. PRr'OR TO CONSTRUCTION, THE APPLICANT'S ENGINEER SHALL DELINEATE IN THE FIELD THE LIMITS OF CLEARING AND THE LOCATION FOR THE INSTALLATION OF ALL SOIL AND EROSION CONTROL MEASURES IN POSSIBLE MOTTLING ® 44", NO LEDGE, NO GROUNDWATER, ROOTS DOWN TO 44"' .�L��TI TR.AC. cr.Nc P.�LD S lI NE CJ t EC D.�4 PERCn rATIOW TEST RESULTS NOT TO SCALE NOT TO SCALE PERCOLATION TESTS WERE PERFORMED BY BOUNDARIES, L.L.C. ON JANUARY 6 & 9, 2006. r'-1 5/8" NOTE: FOR REST P-3 PRECAST TOP OF CATCH BASIN "CL" DEPTH = 27 DEPTH = 28 1 2" 02 DEPTH = 28" (TYPE SHOWN) STRUCTURE, SEE PRESOAK AT 11:00 PRESOAK AT 11:02 PRESOAK AT 2:00 SHEET 5 TIME READING ME " TIME READING 12:00 110 TIME READING 3:00 4 " 1 10 12:03 16 1/2" 12:05 7 1/2" 3:05 8" 12:08 19" 12:10 11 1/4" /4" 3:10 10 114- 1'2 1 '2" 12:13 20 3/4" 12:15 15" 3:15 11 3/4" 12:18 22" 12:20 17 1 /4" 07,12:38 12:23 23 1/4' 12:25 19" 3:25 13 7/8" 24 3/4' 12:30 20 1/4" 3:30 14 314- 12:33 26" 12:33 12:35 21 1/2" 3:35 15 7/8" EMPTY 12:40 22 1/2" 3:40 16 3/8" 12:45 23 1/4" 3:45 17" PERCOLATION RATE. 4.0 12:50 24" 3:50 17 3/4" MINUTES/INCH 12:55 24 3/4" 3:55 18 1/4" �f c �"' m �y 1- rrD� rr C��C✓ L B_gSJTX (1 O1' SEC��V � TYPE 1:00 25 1/2" 4:00 19" PERCOLATION RATE: 6.7 PERCOLATION RATE: 10.0 NOT TO SCALE P-4 MINUTES/INCH MINUTES/INCH DEPTH = 27 1/2" PRESOAK AT 11:01 TIME READING 11:59 5 1/2" P-6 r %� %� .J '� E ERRS OJ Y CO✓ Y 7R 0� J V OTT S 12:04 9 " 12:09 10 3/4" DEPTH a 24 " PRESOAK AT 11:00 12:14 12 1/2" TIME READING 12:19 14 1/2" 12:02 6 1/2" I . THE APPLICANT SHALL MEET WITH THE WETLANDS ENFORCEMENT OFFICER OF THE TOWN OF MONTWLLE TO CONFIRM THAT EROSION AND SEDIMENT CONTROL MEASURES, AS APPROVED UNDER THE APPLICATION, 12:24 15 3/4- 12:29 12:29 17 1/2 12:07 11,1112- " ARE BEING MAINTAINED. THE APPLICANT SHALL COOPERATE WITH THE ZONING ENFORCEMENT OFFICER AND WETLANDS ENFORCEMENT OFFICER OF' THE TOWN OF MONTVILLE IN ORDER TO ENSURE THAT BEST 12:12 14 MANAGEMENT PRACTICES ARE ADHERED TO IN CONSTRUCTING THIS DEVELOPMENT ON THE PROJECT SITE. 12:34 18 3/4" 12'34 20 1/2" 12:17 15 3/4" 2. PRr'OR TO CONSTRUCTION, THE APPLICANT'S ENGINEER SHALL DELINEATE IN THE FIELD THE LIMITS OF CLEARING AND THE LOCATION FOR THE INSTALLATION OF ALL SOIL AND EROSION CONTROL MEASURES IN 12'44 1/4" 12:22 17 1/4" - ACCORDANCE WITH RESUBDIVISION PLANS TITLED "HATCH/HEWITT RESUBDIVISION, MONTVILLE, CONNECTICUT, PREPARED FOR ROGER L. HATCH, FIELDING DRIVE, MONTVILLE, CONNECTICUT, MARCH 2006, COVER SHEET 21 22 /2" 12:27 18 318 THROUGH SHEET 6 OF 6, REVISED UP TO 12-6-06 , OR LATEST REVISION, PREPARED BY BOUNDARIES, LLC. 12:54 23 112:49 / 12:32 19 114- 3. THE ZONING ENFORCEMENT OFFICER OF THE TOWN OF MONTVILLE 1S AUTHORIZED TO PERFORM ONSITE INSPECTIONS OF THE EROSION AND SEDIMENT CONTROL MEASURES IN ORDER TO INSURE THAT SAID 3. 12:54 24 3/4" 12:37 20" EROSION AND SEDIMENT CONTROL MEASURES ARE BEING MAINTAINED IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THE APPROVED SITE PLAN. 12:42 2i 1 4" / 4. ALL OPERATIONS UNDER THE PERMITS GRANTED BY THE MONTVILLE PLANNING AND ZONING COMMISSION AND INLAND WETLANDS COMMISSION FOR THIS DEVELOPMENT SHALL BE CONDUCTED BY THE APPLICANT IN PERCOLATION RATE: 5.0 12:47 22 1/2" ACCORDANCE WITH RESUBDIVISION PLANS TITLED "HATCH/HEWITT RESUBDIVISION, MONTVILLE, CONNECTICUT, PREPARED FOR ROGER L. HATCH, FIELDING DRIVE, MONTVILLE, CONNECTICUT, MARCH 2006, COVER SHEET MINUTES/INCH 12:52 EMPTY THROUGH SHEET 6 OF 6, REVISED UP TO 2-16-07- OR LATEST REVISION, PREPARED BY BOUNDARIES, LLC AND THIS NARRATIVE. PERCOLATION RATE: 6.7 5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST TWICE WEEKLY WHILE ACTIVITIES ARE ONGOING AND AFTER EVERY STORM EVENT WHICH RESULTS IN THE DEPOSITION OF MORE MINUTES/INCH THAN ONE-HALF (0.5") INCH OF PRECIPITATION AND REPAIRED AND MAINTAINED AS NECESSARY. 6. NO ACTIVITIES OTHER THAN THE ACTIVITIES PROPOSED ON THIS PLAN ARE PERMITTED. ANY OTHER ACTIVITIES, WHICH WOULD HAVE AN EFFECT ON WETLANDS, WATERCOURSES OR OTHER REGULATED AREAS LOCATED WITHIN THE PROJECT LIMITS, ARE SUBJECT TO ADDITIONAL PERMITS. 7. ROGER HATCH SHALL BE THE PARTY RESPONSIBLE FOR THE IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL PLAN WITH RESPECT TO THIS DEVELOPMENT. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED AND/OR REPAIRED AS NECESSARY, ON A TWICE -WEEKLY BASIS AND AFTER EACH STORM OCCURRENCE RESULTING IN THE DEPOSITION OF IN EXCESS OF ONE-HALF (2) INCH OF PRECIPITATION. THE CONTACT INFORMATION FOR ROGER HATCH, PHONE: 860-234-7204, ADDRESS: 16 KNOLL COURT, PAWCATUCK, CT 06379. 8, DURING THE STABILIZATION PERIOD (AFTER CONSTRUCTION HAS BEEN COMPLETED BUT PRIOR TO CERTIFICATION OF APPROVAL BY THE ZONING ENFORCEMENT OFFICER OF THE TOWN OF MONTVILLE FOR REMOVAL STORM SEWER STRUCTURE OF EROSION AND SEDIMENT CONTROL MEASURES), ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED IN PROPER WORKING ORDER. ROGER HATCH SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL EROSION AND SEDIMENT CONTROL MEASURES DURING THE STABILIZATION PERIOD. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED AND/OR REPAIRED, AS THE RESULTING IN THE DEPOSITION OF IN EXCESS OF ONE-HALF NECESSARY, ON A TWICE -WEEKLY BASIS DURING STABILIZATION PERIOD AND AFTER EACH STORM OCCURRENCE (2) INCH OF PRECIPITATION. THE EROSION THAT TN IN X T FORTH IN THE C- BE IMMEDIATELY REPAIRED BY THE APPLICANT, RESEEDED WITH E SEEDING MIXES SE CONSTRUCTION 9. DURING STABILIZATION PERIOD, .ANY OCCURS SHALL SEQUENCING SECTION OF THIS NARRATIVE AND RESTABILIZED. ' 10. ONCE STABILIZATION HAS BEEN COMPLETED AND CERTIFICATION THEREOF OBTAINED IN WRITING FROM THE ZONING ENFORCEMENT OFFICER OF THE TOWN OF MONTVILLE, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED BY THE APPLICANT OR HIS CONTRACTOR. 11. AREAS TO BE SEEDED WILL BE PREPARED BY SPREADING GROUND LIMESTONE EQUIVALENT TO FIFTY PERCENT CALCIUM PLUS MAGNESIUM OXIDE APPLIED AT A RATE OF 100 POUNDS PER 1,000 SQUARE FEET: FERTILIZER (10-10-10) IS TO BE APPLIED AT A RATE OF 15 POUNDS PER 1,000 SQUARE FEET. FOLLOWING THE INITIAL APPLICATION OF LIME AND FERTILIZER, THERE ARE TO BE NO PERIODIC APPLICATIONS OF LIME AND FERTILIZER. ®• 12. MULCH SHALL BE A GOOD QUALITY HAY AND SHALL BE APPLIED AT A RATE OF 2 BALES/100 SF OR 70-90 POUNDS PER 1,000 SQUARE FEET AND ANCHORED IMMEDIATELY AFTER SPREADING BY TRACKING. 13. SEEDING FOR PERMANENT STABILIZATION SHALL BE DONE BETWEEN APRIL 1 THROUGH JUNE 15 OR BETWEEN AUGUST 15 THROUGH SEPTEMBER 30, IF SEEDING CANNOT BE DONE WITHIN THESE TIMES, APPLY \ �� I TEMPORARY MULCH UNTIL NEXT SEEDING TIME. SEED MIXTURE SHALL BE AS FOLLOWS: ALL 2:1 SLOPE AREAS: CROWN VETCH 15 LBS/ACRE OR 0.35 LBS/1,000 SF I I N PEREP !AL RYEGRASS 10 LBS/ C E OR 0.25 LBS/1,000 SF ( I I ANCHO HAY WITH I ( TWO 2� X 2" XX 33'4 WOOD ALL OTHER GRASSED AREAS WEDGE LOOSE STRAW � STAKES N EACH BALE. CREEPING RED FESCUE 20 LBS/ACRE OR 0.45 LBS/1,000 SF I - BETWEEN BALES. �� REDTOP 2 LBS/ACRE OR 0.05 LBS/1,000 SF k a=q- { CROWN VETCH 15 LBS/ACRE OR 0.35 LBS/1,000 SF =� , ` - NOTE: r PROVIDE SILT SACK, OR EQUAL, INSERT DURING CONSTRUCTION -f. Ay BSP LNSTALLAT1"OW .�"C.�ITC�--C I .�SLNS d I u: NOT TO SCALE : ) PROJECT OTER`Vl W THIS PROPOSAL INVOLVES THE RESUBDIVISION OF 2.6± ACRES OF A 6.4± ACRE PARCEL OF LAND INTO 2 BUILDING LOTS FOR RESIDENTIAL DEVELOPMENT WITH THE REMAINING LAND BEING CONVEYED TO AN EXISTING DEVELOPED LOT ON FIELDING DRIVE. THE SITE IS LOCATED IN AN R-40 ZONE. BOTH PROPOSED LOTS WILL HAVE FRONTAGE ON FIELDING DRIVE. NO NEW ROADWAY CONSTRUCTION IS PROPOSED IN CONJUNCTION WITH THIS DEVELOPMENT. THIS PROPERTY ABUTS EXISTING RESIDENTIAL HOUSES TO THE NORTHEAST AND SOUTHWEST. THE REAR PROPERTY IS UNDEVELOPED. BOTH PROPOSED LOTS WILL BE SERVICED WITH ON-SITE SEPTIC SYSTEMS AND INDIVIDUAL WELLS. IT IS THE INTENT OF THE APPLICANT TO DEVELOP 2 -FAMILY DWELLINGS ON EACH LOT SUBJECT TO APPROVAL OF SPECIAL PERMITS FROM THE PLANNING AND ZONING COMMISSION. IN ORDER TO ELIMINATE SOME HISTORIC DRAINAGE PROBLEMS IN FIELDING DRIVE, THE TOWN OF MONTVILLE PUBLIC WORKS DIRECTOR INDICATED TO THE APPLICANT AT A MEETING ON JUNE 6, 2006 (COPY OF REPORT OF MEETING MINUTES ATTACHED) THAT THE TOWN OF MONTVILLE PUBLIC WORKS DEPARTMENT WILL CONSTRUCT SOME DRAINAGE IMPROVEMENTS IN FIELDING DRIVE PRIOR TO THIS DEVELOPMENT BEING CONSTRUCTED. THE DESIGN OF THESE IMPROVEMENTS WAS THE RESPONSIBILITY OF THE APPLICANT AND IS . INDICATED ON THE RESUBDIVISION PLANS. THE DRAINAGE IMPROVEMENTS TO BE CONSTRUCTED BY THE TOWN CONSIST OF THE INSTALLATION OF CB#i, CB#2, STORM MH#1, REMOVAL OF THE EXISTING CONCRETE BLOCK HEADWALL AND 10' OF 24" ASPHALT COATED CORRUGATED METAL PIPE (ACCMP), INSTALLATION OF TWO 24" ACCMP FLARED END SECTIONS AND 20' OF 24" ACCMP WITH ASSOCIATED MODIFIED RIP RAP ADJACENT TO THE INLETS OF THE TWO FLARED END SECTIONS. THE "2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION IN COOPERATION WITH THE CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION, DEP BULLETIN 34, SHALL BE USED FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL MEASURES. THE CONTRACTOR SHALL INSTALL ADDITIONAL MEASURES AS NECESSARY IF DIRECTED BY THE ENGINEER OR THE TOWN OF MONTVILLE STAFF. PRIOR TO THE CONSTRUCTION ASSOCIATED WITH THE INDIVIDUAL LOTS, EROSION CONTROL MEASURES WILL BE IMPLEMENTED AS DEPICTED ON THE SITE DEVELOPMENT PLAN. THOSE MEASURES INCLUDE, AT A MINIMUM, A CONSTRUCTION ENTRANCE (ANTI -TRACKING PAD) AT THE BEGINNING OF THE DRIVEWAY AT FIELDING DRIVE, SEDIMENT FENCE AT LOCATIONS DOWN GRADIENT OF ALL EARTHWORK OPERATIONS AND EARTH STOCKPILE AREAS, AND STONE CHECK DAMS AT VARIOUS LOCATIONS WHERE CONCENTRATED FLOW OF STORM WATER RUNOFF fS ANTICIPATED. ADDITIONAL MEASURES MAY BE REQUIRED TO ADDRESS SITE SPECIFIC CONDITIONS DURING CONSTRUCTION. RAIN GARDENS (RG) WILL BE CONSTRUCTED AT 3 LOCATIONS TO CONTROL AND CAPTURE STORM WATER RUNOFF FROM THE DEVELOPED PORTION OF THE SITE PRIOR TO DISCHARGE EITHER INTO THE PROPOSED DRAINAGE SYSTEM (RG#1 AND RG#2) OR OVERLAND (RG#3). RAIN GARDENS #1 AND #2 WILL BE CONSTRUCTED ON OPPOSITE SIDES OF THE PROPOSED DRIVEWAY ADJACENT TO THE INTERSECTION WITH FIELDING DRIVE. THE DRIVEWAY WILL CONTAIN BITUMINOUS PAVED LEAKOFFS, WHICH WILL DIRECT STORMWATER FROM THE SITE INTO THESE DEPRESSED AREAS. IN ADDITION, STORMWATER RUNOFF FROM FIELDING DRIVE WILL ALSO DRAIN INTO THESE AREAS. THESE RAIN GARDENS WILL BE INSTALLED WITH CATCH BASIN OVERFLOW STRUCTURES TO DIRECT HEAVY STORMWATER FLOWS INTO THE PROPOSED DRAINAGE SYSTEM IN FIELDING DRIVE PRIOR TO FLOODING THE ROADWAY, WHICH HAS HISTORICALLY OCCURRED. RAIN GARDEN #3 WILL BE CONSTRUCTED ON LOT #1 TO CAPTURE RUNOFF FROM THE DEVELOPED AREA ON THAT LOT. THESE RAIN GARDENS WILL BE LANDSCAPED AS INDICATED ON THE PLANS AND MAY BE SUPPLEMENTED WITH ADDITIONAL PLANTINGS BY THE APPLICANT. THE PROPOSED WATER QUALITY BASINS/RAIN GARDENS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE GUIDELINES DESCRIBED IN THE 2004 CONNECTICUT STORMWATER QUALITY MANUAL. SITE CHAT.ACTTRIST)TIcs THE PROPERTY CONTAINS TWO AREAS OF REGULATED INLAND WETLANDS THAT WERE FLAGGED BY ROBERT C. RUSSO, A CERTIFIED SOIL SCIENTIST. THE ENTIRE SOUTHWESTERN BORDER OF THE PROPERTY CONTAINS AN OPEN WATERCOURSE AND THERE IS A NON-CONTIGUOUS WETLAND AREA LOCATED BY THE NORTHERN CORNER OF THE PROPERTY. THREE OTHER AREAS OF INLAND WETLANDS ARE LOCATED EITHER ADJACENT TO THE SITE OR IN THE VICINITY OF WHERE OFFSITE WORK IS PROPOSED. THERE IS AN AREA OF WETLANDS AT THE DISCHARGE POINT OF THE WATERCOURSE ON THE EASTERLY SIDE OF FIELDING DRIVE DELINEATED BY WF#10- 1 THROUGH WF#10-6. THERE ARE INLAND WETLANDS ON THE EASTERLY SIDE OF FIELDING DRIVE APPROXIMATELY 300' NORTH OF THE APPLICANT'S SITE DELINEATED BY WF#1 1-1 THROUGH WF#1 1-6. THIS AREA IS THE OUTLET AREA FOR 2 CROSS CULVERTS UNDER FIELDING DRIVE FROM THE WEST SIDE OF FIELDING DRIVE. THERE IS ALSO AN INLAND WETLAND AREA ADJACENT 70 THE CONCRETE BLOCK HEADWALL AT THE INLET TO THESE CULVERTS DELINEATED BY WF#12-1 THROUGH WF#12-5. THIS IS THE LOCATION OF THE PROPOSED REGULATED ACTIVITIES WITH THIS PROPOSAL. THE SITE IS PRIMARILY WOODED WITH PREDOMINATELY DECIDUOUS GROWTH AND LIGHT BRUSH. THERE IS EVIDENCE OF A HISTORIC BORROW PIT IN THE NORTHEAST CORNER OF THE SUBJECT PROPERTY. THE SITE GENERALLY DRAINS TOWARD THE SOUTHERLY OPEN WATERCOURSE, EXCEPT FOR THE NORTHEASTERLY PORTION, WHICH FLOWS EASTERLY TOWARD THE WESTERLY SIDE OF FIELDING DRIVE. ACCORDING TO THE ADVANCED UNIFIED CONNECTICUT SOIL SURVEY DATABASE PUBLISHED BY U.S. DEPARTMENT OF AGRICULTURE, NATURAL RESOURCES CONSERVATION SERVICE AND CT DEP/NRC - PUBLICATION DATE. 1995 FOR NEW LONDON COUNTY, THE SOILS LOCATED ON THIS SITE PRIMARILY CONSIST OF UDORTHENTS- URBAN LAND COMPLEX (SOILS DISTURBED BY HISTORICAL CONSTRUCTION ACTIVITIES PRIMARILY MASKING THE ORIGINAL SOIL CLASSIFICATION). PROPOSED RE UL.�.TTD Ac9TV_TJ__T'Es THE ONLY ACTIVITY PROPOSED WITHIN THE 50' UPLAND REVIEW AREA IS LIMITED TO THE REMOVAL OF THE EXISTING CONCRETE BLOCK HEADWALL, THE INSTALLATION OF A NEW FLARED END ONTO THE EXISTING NORTHERLY 24" ACCMP, THE INSTALLATION OF A STORM MANHOLE ON LINE WITH THE SOUTHERLY 24" ACCMP, INSTALLATION OF A 15" HDPE PIPE TO CONNECT THE FIELDING DRIVE DRAINAGE SYSTEM INTO THIS STORM MANHOLE, REMOVAL OF 10' OF THE EXISTING SOUTHERLY 24" ACCMP WEST OF THE NEW STORM MANHOLE, INSTALLATION OF 20' OF 24" ACCMP AND A FLARED END SECTION TO ALIGN THIS INLET ADJACENT TO THE OTHER NEW FLARED END SECTION, FILLING A SMALL WETLAND AREA IN THE VICINITY OF THE SOUTHERN PORTION OF THE HEADWALL TO BE REMOVED, AND THE INSTALLATION OF ASSOCIATED MODIFIED RIP RAP AT THE INLET AREA AND SLOPES BY THE NEW FLARED END SECTIONS. THIS AREA PRESENTLY DOES NOT HAVE ADEQUATE INLET PROTECTION FOR THE EXISTING CULVERTS. THE TOTAL AREA OF PROPOSED WETLAND DISTURBANCE IS APPROXIMATELY 112 SF AND WILL INCLUDE THE PLACEMENT OF APPROXIMATELY 8 CY OF GRAVEL AND MODIFIED RIP RAP. THE TOTAL AREA OF DISTURBANCE WITHIN THE 50' UPLAND REVIEW AREA INCLUDING THE WETLAND FILL AREA, NEW FLARED ENDS/PIPING, MODIFIED RIP RAP AREA, HEADWALL REMOVAL AREA AND PIPE INSTALLATION WITHIN FIELDING DRIVE IS 1,100± SF (0.03± AC.). THERE IS NO ANTICIPATED DISTURBANCE OF ANY REGULATED INLAND WETLAND OR OTHER ACTIVITY PROPOSED WITHIN THE 50' REGULATED AREA ON THE APPLICANT'S SITE WITH THIS PROPOSAL COWSTRZI CTIOJV S�'QU PACE- 10�rDETEIOPMEJVT 1. SECURE ALL NECESSARY LOCAL„ STATE, AND FEDERAL PERMITS. 2. INSTALL ANTI -TRACKING PAD AT THE INTERFACE OF THE DRIVEWAY WITH FIELDING DRIVE IN ORDER TO REMOVE EXCESS MATERIAL FROM TRUCK TIRES AS THE TRUCKS ARE LEAVING THE PROJECT SITE. INSTALL SEDIMENT FENCE AT LOCATIONS SHOWN AT THE DOWN GRADIENT EDGES OF THE CONSTRUCTION AREAS TO PROTECT EITHER WETLAND RESOURCES OR UNDISTURBED AREAS. CLEAR ALL VEGETATION WITHIN THE PROPOSED DRIVEWAY AND DEVELOPMENT AREA. . 3. GRUB ALL VEGETATION AND STRIP ALL ORGANIC FROM THE PROPOSED DRIVEWAY AREA AND DEVELOPMENT AREA AND STOCKPILE IT FOR FUTURE REUSE AT LOCATIONS SHOWN. NO STUMPS OR DEBRIS SHALL BE BURIED ON SITE. STUMPS SHALL BE DISPOSED AT AN APPROVED LOCATION. TEMPORARILY SEED THIS STOCKPILE WITH RYEGRASS AND INSTALL SEDIMENT AROUND THE DOWNGR.AOIENT SIDE OF STOCKPILE. 4. CUT FILL AND ROUGH GRADE DRIVEWAY AREA. INSTALL STONE CHECK DAMS AS INDICATED. EXCAVATE RAIN GARDEN AREAS TO COLLECT STORMWATER RUNOFF FROM THE SITE DURING CONSTRUCTION. AT SUCH TIME AS 50 PERCENT OF THE CAPACITY IN ANY WATER QUALITY BASIN HAS BEEN CONSUMED, THE APPLICANT SHALL REMOVE THE SEDIMENT FROM THE WATER QUALITY BASIN IN ORDER TO RESTORE THE SAME TO ITS ORIGINAL SIZE AND CAPACITY. SEDIMENT REMOVED FROM THE WATER QUALITY BASINS SHALL BE TRANSPORTED TO AN APPROVED LOCATION. INSTALL UTILITIES. 5. INSTALL STORM DRAINAGE SYSTEM AND CONNECT INTO THE STORM DRAINAGE SYSTEM TO BE INSTALLED BY THE TOWN OF MONTVILLE PUBLIC WORKS DEPARTMENT IN FIELDING DRIVE. 6. CONSTRUCT FOUNDATION AND FOOTING PERIMETER DRAIN AND OUTLET, AND BACKFILL WITH THE APPROPRIATE MATERIALS. CONSTRUCT RESIDENCE, INSTALL SUBSURFACE SEWAGE DISPOSAL SYSTEM, WELL AND WATER SERVICE CONNECTION AND INSTALL OTHER UTILITY SERVICES AS REQUIRED. INSTALL PARKING AREAS AND ASSOCIATED SITE IMPROVEMENTS. 7. LOAM ALL DISTURBED AREAS WITH NOT LESS THAN 4" OF TOPSOIL, SEED WITH GRASS AND MULCH. INSTALL LANDSCAPING. 8. AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE EROSION CONTROL MEASURES. COWSTRU CTIOW SE l..i E V CE- FTE-LD-TwG DR 'V E D R,.�IIWA E WOJD_k._fAC'- SECURE ALL NECESSARY LOCAL, STATE, AND FEDERAL PERMITS. ALL WORK SHOULD BE PERFORMED DURING THE DRY SEASON (LATE SUMMER/FALL). WORK ON THE 24" ACCMPS AND HEADWALL REMOVAL HAS BEEN SEPARATED INTO 2 PHASES AS INDICATED ON THE ATTACHED PLANS. THE STREAM FLOW INTO BOTH CULVERTS WILL BE TEMPORARILY DIVERTED INTO 1 CULVERT IN ORDER TO WORK ON EACH PIPE SEPARATELY. THEREFORE IT IS CRITICAL THAT THIS WORK BE PERFORMED WHEN THERE 1S NO PRECIPITATION FORECASTED FOR THE PERIOD TO PERFORM THE WORK. DEPENDING ON WATER FLOW TO THE EXISTING CULVERTS, A DEWATERING/BYPASS PUMP SYSTEM STILL MAY BE REQUIRED TO KEEP THE WORK AREA IN THE "DRY". 2. PHASE 1: INSTALL A ROW OF SANDBAGS OR APPROVED EQUAL AS SHOWN IN ORDER TO TEMPORARILY DIVERT FLOW TO THE SOUTHERLY EXISTING CULVERT. REMOVE THE NORTHERLY PORTION OF THE HEADWALL AND INSTALL A 24" FLARED END ONTO THE EXISTING PIPE. INSTALL MODIFIED RIP RAP AROUND THE INLET AND ON THE SLOPES TO STABILIZE. 3. PHASE 11: RELOCATE THE ROW OF SANDBAGS OR APPROVED EQUAL AS SHOWN IN ORDER TO TEMPORARILY DIVERT FLOW TO THE NEW NORTHERLY FLARED END SECTION AND 24" ACCMP. SAWCUT THE PAVEMENT IN FIELDING DRIVE AS NECESSARY, REMOVE AND DISPOSE OF PAVEMENT. INSTALL. THE PROPOSED STORM MANHOLE, REMOVE THE SOUTHERLY PORTION OF THE HEADWALL AND 10 OF THE EXISTING 24" ACCMP, INSTALL 20' OF 24" ACCMP AND FLARED END SECTION FROM THE NEW STORM MANHOLE UP TO AND ADJACENT TO THE NEW FLARED END SECTION FOR THE NORTHERLY CULVERT. IMMEDIATELY STABILIZE ALL DISTURBED SLOPES WITH MODIFIED RIP RAP. STABILIZE FLATTER AREAS WITH NOT LESS THAN 4" OF TOPSOIL, SEED WITH GRASS AND MULCH. INSTALL MODIFIED RIP RAP AROUND THE INLET. REMOVE THE SANDBAGS. 4. SAWCUT THE ADDITIONAL PAVEMENT IN FIELDING DRIVE AS NECESSARY TO INSTALL THE CATCH BASINS AND PIPING. REMOVE AND DISPOSE OF PAVEMENT. INSTALL. REMAINING DRAINAGE SYSTEM INCLUDING PIPE AND CATCH BASINS. INSTALL STAKED HAY BALES AROUND ALL CATCH BASINS UNTIL PAVING IS INITIATED. PAVE ALL DISTURBED ROAD AREAS. STABILIZE ALL OTHER DISTURBED AREAS WITH NOT LESS THAN 4" OF TOPSOIL, SEED WITH GRASS AND MULCH. DEIS S & JVO T -E FOR H,Ag-'CHI"HEY"""WITTRESUBDI""VIS-TOW PREPARED FOR RO GER .1 FIELDING DRIVE MONTVILLE, CONNECTICUT SCALE: AS NOTED MARCH 2006 JOB I.D. NO. 04-1066 SHEET 6 OF 6 REV "A" PER TOWN ENGINEER COMMENTS 8-1-06 REV "B» PER STAFF COMMENTS 9-20-06 REV "C" OFFSITE DRAINAGE IMPROVEMENTS 12-6-06 REV "D" CHANGE SUBDIVISION TO RESUBDIVISION 2-16-07