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HomeMy WebLinkAboutSub-Division Plan 09292005N /F WF BROTHERS L cD0000000c rr�vr�r1 , ui+lL- STREET LINE THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF THE PROFESSIONAL OPINION BY THE LAND SURVEYOR WHICH IS BASED ON HIS OR HER BEST KNOWLEDGE, INFORMATION AND BELIEF_ AS SUCH IT CONSTITUTES NEITHER GUARANTEE OR' WARRANTY. NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. © THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN. JOB# 05-005 S N'E T 58 N /F HELEN Z. ROMANO JtANNt I IL STEVENS i 4 L,_j N /F HELEN Z. ROMANO TOTAL AREA=1,091,948 Sq. Ft. 25.07 ACRES BOUNDARY SURVEY MAP GRAPHIC SCALE 100 0 50 100 200 400 I ( IN FEET) 1 inch = 100 ft. N /F NK E. & MICHELE P. LATHROP BLIC WATER SUPPLY IS ,TED ON THIS SITE ) GENERAL NOTES 1. MAP REFERENCE: A) "PLAN OF STREETS & LOTS ON PROPERTY OF WARREN F. & CELIA S. MCNAUGHT ON FITCH HILL ROAD TOWN OF MONTVILLE, CONN. SCALE 1"=60' MAR. 1959. B) "PLAN SHOWING PARCEL OF LAND TO BE CONVEYED BY WARREN F. & CELIA S. MCNAUGHT TO: LEONARD W. SHERRILL & PATRICIA C. SHERRILL FITCH HILL ROAD MONTVILLE, CONNECTICUT SCALE 1"=60' FEBRUARY 1976". C) "PLAN SHOWING PROPERTY OF NANCY J. BOOTHE FITCH HILL ROAD MONTVILLE, CONNECTICUT SCALE: 1"=40' APRIL 1991'+. 2. PRIOR TO CONSTRUCTION CONTACT "CALL BEFORE YOU DIG TO LOCATE ALL EXISTING UTILITIES 1-800-922-4455. 3. PRIOR TO DISTURBANCE PLEASE CONTACT THE MONTVILLE PLANNING DEPARTMENT AT 848-3030 EXT. 379 A MINIMUM OF 48 HOURS PRIOR TO DISTURBANCE. 4_ INSPECTION OF IMPROVEMENTS. THE ZONING ENFORCEMENT OFFICER (OR DESIGNATED AGENT) SHALL CONDUCT PERIODIC INSPECTIONS OF THE PROJECT SITE. IMPROVEMENTS PROPOSED AS PART OF A ZONING PERMIT IN ORDER TO ENSURE COMPLIANCE WITH THE PERMIT AND THESE REGULATIONS. {a) AFTER INSTALLATION OF THE REQUIRED EROSION AND SEDIMENT CONTROLS. (b) AFTER THE INSTALLATION OF THE FOOTINGS. (c) AFTER STAKING OUT THE LOCATION OF THE DRIVEWAY. (d) AFTER THE COMPLETION OF THE DEVELOPMENT, THE APPLICANT SHALL PROVIDE THE ZONING ENFORCEMENT OFFICER A MINIMUM OF FORTY-EIGHT (48) HOURS TO CONDUCT THE INSPECTION. IN THE EVENT WORK IS CONTINUED WITHOUT A SCHEDULED INSPECTION, IT SHALL BE AT THE APPLICANT'S OWN RISK- IF THE LOCATION OF THE PROPOSED IMPROVEMENTS ARE IN QUESTION, THE ZONING ENFORCEMENT OFFICER MAY REQUIRE THE APPLICANT TO HIRE A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT TO LOCATE SUCH STRUCTURE, FOOTING, AND PARKING. 5. A PRE -BLAST SURVEY WILL BE DONE PRIOR TO ANY BLASTING ON SITE. 6. AS BUILT PLANS WILL BE PROVIDED UPON COMPLETION OF THE PROJECT. 7_ TOPOGRAPHY BASED ON USGS DATUM. 8. HOUSES, WELLS, AND SEWAGE DISPOSAL SYSTEM ARE SHOWN CONCEPTUAL ONLY. 9. THE OPEN SPACE (4.35 ACRES) AND GRAVEL ACCESS DRIVEWAY ARE TO BE THE RESPONSIBILITY OF A HOMEOWNERS ASSOCIATION. 10. INLAND WETLANDS HAVE BEEN "FLAGGED" BY MICHAEL G. SCHAEFFER AND LOCATED BY FIELD SURVEY. 11. EASEMENTS EXIST OVER DRIVEWAY ON LOT 1 TO ACCESS PROPERTY NOW OR FORMERLY NANCY J. BOOTHE; JOHN & SHIRLEY L. HORAN AND HOLLIS G. & FLORA D. PRICE. THIS DRIVEWAY WILL ALSO PROVIDE ACCESS (INCLUDING UTILITIES) TO PROPOSED LOTS 2, 3, & 5. N /F J RONALD D. & KATHLEEN A. POWERS DIETER & CxARDiIEh LAND SURVEYORS • PLANNERS 19 MILITARY HIGHWAY GALES FERRY, CT. 06335 (860) 464--7455 FAX (860) 464-5028 Vt + • """""° ma y,, r.� - • .. y.�'°' _ • x a'-You''.ie k I' ..�'ti+r �t'r �� .... ,,Ai+, .ti • � �° "pit�, �-+rlw� � x .-� 1���1 � � � "f'"f ., 6. �'-"`• #F Mme+ Y. p40 Aw ra z y i ',"�." .,., /�__.,�y :ry •tp�,�,,, 1� `'•,, _.�p„•J, �i � '011 'v^-'•,.. , y ' r,�/ i~''ti. 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'l s 1 `` y ! {i• i'•4 �+,� 'c..',., - i rk ",` 4 j - - Y •,., w _ f . l 40 Oji k s r jb _ ww oil k 18 • it t "�. 9 " l • `re • �a '� ,�'_ ✓_� _ U ` • �, .�p_+ •,,�.�s.a*-s.� +• _ �`IT" . R r& n , j![ sow 'Ih.,• t �.�`k, ,.,�. ,+ ► � . � ti , r .i•,r� awl..» �1 .. k 4 � + r _ � q g .t ''`'., ,l '.r „" ' t'`,@y V R xe �.,, ^0 yli.-.'R.„"'" i +,4 `+ ^"-'+y �" """"* • 'y r_ • t � • `� ; ?' Ott 41 ors t . -... i.-•-�., Y �'1 " �i L�� • ' �j L. fie �.'•► •. _ . a. J•SY ' � . t ix 11-- 6 „ 4 `i; ��i s- ! �I•' ' ,, �..�,e„1.,,,,,� �x •! r r'- t w.e " - ~ 3 " .Ile4�,41.` _ a' P �.n I I { - Y 'w•.�s.K•.'�Vi,.- �ii * 4 a JA _ , KEY MAT' ZONING DISTRICT: R-80 GRAPHIC SCALE 1000 0 500 1000 2000 4000 ( IN FEET :) 1 inch = 1000 ft. ZONING REGULATION SIECTIQN 17.11 R-80 CLUSTER DEVI:.LOPMENT ZONING CONFORMANCE BLOCK ITEM REQUIRED PROVIDED LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT AREA 40,000 SF. 88,003 SF_ 51,681 SF. 49,179 SF. 170,418 SF. 528,587 SF. LOT FRONTAGE 135 FT. 178.18 FT, 138.43 FT, 138.43 FT. 243.03 FT. 21.22 FT. FRONT YARD SETBACK 37.5 FT. 37.5 FT. 37.5 FT. 37.5 FT, 37.5 FT. 37.5 FT. SIDE YARD SETBACK 15 FT. 15 FT. 15 FT_ 15 FT. 15 FT_ 15 FT. REAR YARD SETBACK 37.5 FT. 37.5 FT. ' 7. 5 FT. 37.5 FT. 37.5 FT. 37.5 FT. OPEN SPACE 15% 3.76 ACRES 17% (PROVIDED) 4.35 ACRES DATE OF COMPLETION CHAIRMAN OF ALL WORK DATE APPROVED BY THE CHAIRMAN OF THE MONTVILLE WATER POLLUTION CONTROL AUTHORITY, THE PUBLIC WORKS DIRECTOR, THE HEALTH OFFICER, ASSESSOR, AND THE MAYOR. W.P.C.A. CHAIRMAN DATE PUBLIC WORKS DIRECTOR DATE HEALTH OFFICER DATE ASSESSOR DATE MAYOR DATE APPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION CHAIRMAN DATE SECRETARY DATE PROPERTY OWNER: WARREN F. McNAUGHT 189 FITCH HILL ROAD MONTVILLE, CT. 06353 SHEET INDEX SHEET 1 100 SCALE MAP, GENERAL NOTES, LOCATION MAP SHEET 2 40 SCALE A-2 LOT LAYOUT SHEET 3 40 SCALE A-2 LOT LAYOUT SHEET 4 EROSION AND SEDIMENT CONTROL NARRATIVE AND DEEP TEST PIT DATA PLAN SHOWING Mr--NATJGH'T RESUBDIVISION PROPERTY OF WARREN F_ McNAL.TGHT FITCH HILL ROAD MONTVILLE, CONNECTICUT SCALES AS SI10WI ,``'�C1G�NFC�''• SEPTEMBER 200 LA Pq REVISED: JANUARY 18, 2006 SHEET 1 OF 4 •• +Cry' ,� i THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 • ' �' "' THRU 20--300b-20 OF' THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM ''©-�`' �� "''`��•' �; ::STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE %` • •E,�'° ONNECTICU T ASJOCtATIOIN Or LAND SURVEYORS, INC. IT IS A BOUNDARY SURVEY BASED �� � �i •A '°� (:)N A RESURVEY CONFORMI G TO HORIZONTAL. ACCURACY CLASS "D". N /,,j � sok -1-0 MY KNOWLEDGE�I+VD LIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. .T �L T -I E: LAND, URVEYOR CT No. 14208 IDA:--" SEPTEMBER 29, 2005 EROSION & SEDIMENTATION CONTROL PLAN THIS PROJECT IS FOR THE DEVELOPMENT OF A FIVE LOT RESIDENTIAL SUBDIVISION. CONSTRUCTION SEQUENCE: HOUSE 1. STAKEOUT LIMITS OF CONSTRUCTION FOR THE DRIVEWAYAND HOUSE. 2. INSTALL SEDIMENTATION CONTROL BARRIERS AS SHOWN ON THE PLAN. 3. REMOVE EXISTING VEGETATION AND TOPSOIL WITHIN THE LIMITS OF CONSTRUCTION. STOCKPILE TOPSOIL AS SHOWN ON THE PLAN. 4. ROUGH GRADE THE DRIVEWAY AND HOUSE AREA. 5. INSTALL/CONNECT UTILITIES 6. FOLLOWING CONSTRUCTION OF THE HOMES, FINISH GRADE ALL DISTURBED AREAS. 7. LOAM AND SEED ALL DISTURBED AREAS. GENERAL NOTES 1. MAINTAIN ALL SEDIMENT AND EROSION CONTROL FACILITIES UNTIL ALL AREAS HAVE BEEN STABILIZED. 2. LIMITS OF DISTURBANCE AND EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE CONSIDERED AS TYPICAL MINIMUM STANDARDS. THE OWNER AT THE TIME OF CONSTRUCTION WILL BE RESPONSIBLE FOR INSTALLING AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL AND FOR IMPLEMENTING ADDITIONAL MEASURES AS SITE CONDITIONS WARRANT. 3. SLOPES IN HIGH MAINTENANCE AREAS SHALL NOT EXCEED 3:1 (H: V). 4. NO DRIVEWAY SHALL BE GREATER THAN 20% SLOPE AT ANY POINT. ANY DRIVEWAY HAVING A GRADE OF 10% OR MORE, BUT NOT EXCEEDING 20%, SHALL BE PAVED FOR THE LENGTH OF THE DRIVEWAY EXCEEDING 10% GRADE. TEMPORARY SEEDING USE A TEMPORARY VEGETATION COVER OF ANNUAL RYE GRASS AT A RATE OF 1.0 lbs./ 1000 S.F. APPLY 10-10-10 FERTILIZER, OR EQUIVALENT, AT A RATE OF 7.5 lbs./1000 S.F. AND LIMESTONE AT A RATE OF 90 lbs./1000 S.F. APPLY STRAW OR NAY MULCH AT A RATE OF 70 lbs./1000 S.F. PERMANENT SEEDING SEED BED PREPARATION: FINE GRADE AND RAKE SOIL SURFACE TO REMOVE STONES LARGER THAN 2" IN DIAMETER. APPLY LIMESTONE AT A RATE OF 90 lbs./1000 S.F. FERTILIZE WITH 10-10-10, OR EQUIVALENT, AT A RATE OF 7.5 lbs./1000 S.F. WORK LIMESTONE AND FERTILIZER INTO SOIL UNIFORMLY TO A DEPTH OF 4" WITH A HARROW OR EQUIVALENT. SEED APPLICATION: APPLY LAWN SEED BY HAND, CYCLONE: SEEDER OR HYDROSEEDER. LIGHTLY DRAG OR ROLL THE SEED SURFACE TO COVER SEED. SEEDING SHOULD BE DONE BETWEEN APRIL 15 AND JUNE 15 OR BETWEEN AUGUST 15 AND SEPTEMBER 30.IF SEEDING CANNOT BE DONE DURING THESE TIMES, REPEAT MULCHING PROCEDURE BELOW UNTIL SEEDING CAN TAKE PLACE, NOTE: IF HYDROSEEDER IS USED, INCREASE SEED MIXTURE BY 10%. MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE WITH STRAW OR HAY AT A RATE OF 70 lbs./1000 S.F. SPREAD MULCH BY HAND OR MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE WITH TRACK MACHINE OR DISK HARROW. IT IS ANTICIPATED THAT CONSTRUCTION WILL COMMENCE IN THE SPRING 2006. THE TOTAL SITE IS 25.07 ACRES, OF WHICH 3f ACRES MAY BE DISTURBED AS A RESULT OF CONSTRUCTION. SANITARY DESIGN CRITERIA- SPICER ROAD SUBDIVISION A. ALL LOTS ARE LAVED OUT FOR FOUR BEDROOM HOMES. B. ALL PERCOLATION RATES ARE BETWEEN 1.0 TO 10.0 MIN/INCH C. A LEACHING SYSTEM FOR A FOUR BEDROOM HOME REQUIRES 660 S.F. OF EFFECTIVE LEACHING AREA. D. CONVENTIONAL STONE LEACHING TRENCHES SELECTED FOR FOR LEACHING SYSTEM DESIGN. EFFECTIVE LEACHING AREA PROVIDED PER LF PER CODE. 3 S.F. MINIMUM LENGTH OF STONE LEACHING TRENCH PROVIDED: 660 S.F./3 S.F./L.F. = 220' E. MINIMUM LEACHING SYSTEM SPREAD: MLSS = HF x FF x PF HF = HYDRAULIC FACTOR BASED OF GRADIENT AND DEPTH TO RESTRICTION FF = FLOW FACTOR, 2.0 FOR FOURBEDROOM HOME DESIGN PF = PERC FACTOR, 1.2 FOR PERC RATE BETWEEN 5.1 & 10.0 MIN/INCH L0� GRADIENT RESTRICTION HF FF PF MLSS = HF X FF X PF 1 4.1 TO 6.0% 22.1 to 26" 34 2.0 1.2 81.6' 2 8.1 TO 10.0% 36.1 TO 42" 20 2.0 1.2 48' 3 8.1 TO 10.0% 30.1 TO 36" 24 2.0 1.2 57.6' 4 10.1 TO 15.0% > 60" N/A 2.0 1.2 DOES NOT APPLY 5 6.1 TO 8.0% 36.1 TO 42" 24 2.0 1.2 57.6' THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN. JOB# 05-005 DEEP TEST PIT DATA WITNESSED AND RECORDED BY DAVID COUGHLIN AND GARY J. WINALSKI, PE IN JULY 2005 TH - 1A 0-5" TOPSOIL 5-16" BROWN SANDY LOAM 16-72" GREY COMPACT SANDY TILL NO LEDGE NO WATER MOTTLING @ 16" RESTRICTIVE @ 16" TH - 18 LEDGE @ 37" RESTRICTIVE @ 37" TH - 1C 0-6" TOPSOIL 6-24" BROWN FINE SANDY LOAM 24-67" GREY FINE SAND NO LEDGE NO WATER MOTTLING @ 24" RESTRICTIVE @ 24" TH - 2, 0-12" TOPSOIL 12-57" BROWN SANDY LOAM 57-74" GREY COMPACT SANDY TILL NO LEDGE NO WATER MOTTLING @ 57" RESTRICTIVE @ 57" TH - 2B 0-23" TOPSOIL 23-61" BROWN SANDY LOAM 61-82" GREY MEDIUM COMPACT SANDY TILL NO LEDGE NO WATER NO MOTTLING NO RESTRICTIVE TH - 2C 0-11" TOPSOIL 11-42" BROWN FINE SANDY LOAM 42-88" GREY COMPACT SANDY TILL NO LEDGE NO WATER MOTTLING @ 42" RESTRICTIVE @ 42" TH - 2D 0-7" TOPSOIL 7-34" BROWN FINE SANDY LOAM 34-51" GREY FINE SAND 51-86" GREY MEDIUM COMCACT SAND & SILT WITH POCKETS OF GRAVEL NO LEDGE NO WATER NO MOTTLING NO RESTRICTIVE TH - 3A 0-7" TOPSOIL 7-43" BROWN FINE SANDY LOAM 43-88" GREY COMPACT SANDY TILL NO LEDGE NO WATER NO MOTTLING RESTRICTIVE @ 42" TH - 38 0-8" TOPSOIL 8-36" BROWN SANDY LOAM 36-84" GREY MEDIUM COMPACT SANDY TILL NO LEDGE NO WATER NO MOTTLING RESTRICTIVE @ 36" TH - 3C 0-6" TOPSOIL 6-28" BROWN FINE SANDY LOAM 28-70" GREY MEDIUM COMPACT SANDY TILL NO LEDGE NO WATER NO MOTTLING NO RESTRICTIVE TH - 3D 0-6" TOPSOIL 6-28" BROWN FINE SANDY LOAM 28-70" GREY MEDIUM COMPACT SANDY TILL 70-90" DENSE GREY TILL N 0 LEDGE NO WATER NO MOTTLING RESTRICTIVE @ 70" TH - 4A 0-5" TOPSOIL 5-24" BROWN SANDY LOAM 24-84" GREY SANDY TILL NO LEDGE NO WATER NO MOTTLING NO RESTRICTIVE TH - 4B 0-4" TOPSOIL 4-15" BROWN SANDY LOAM 15-84" GREY SANDY TILL NO LEDGE NO WATER NO MOTTLING NO RESTRICTIVE TH - 4C 0-6" TOPSOIL 6-32" BROWN SANDY LOAM 32-87" GREY SANDY TILL NO LEDGE NO WATER NO MOTTLING NO RESTRICTIVE TH - 4D 0-7" TOPSOIL 7-28" BROWN SANDY LOAM 28-82" GREY SANDY TILL NO LEDGE NO WATER NO MOTTLING NO RESTRICTIVE TH - 5A 0-6" TOPSOIL 6-38" BROWN SANDY LOAM 38-79" GREY MEDIUM COMPACT SANDY TILL NO LEDGE NO WATER NO MOTTLING NO RESTRICTIVE TH - 5B 0-5" TOPSOIL 5-31" BROWN SANDY LOAM 31-76" GREY MEDIUM COMPACT SANDY TILL NO LEDGE NO WATER NO MOTTLING NO RESTRICTIVE TH - 5C 0-5" TOPSOIL 5-38" BROWN SANDY LOAM -79" GREY MEDIUM COMPACT 38 T'' NO LEDGE NO WATER NO MOTTLING RESTRICTIVE @ 38" TH - 5D 0-6" TOPSOIL 6-35" BROWN SANDY LOAM 35-82" GREY MEDIUM COMPACT SANDY TILL NO LEDGE NO WATER NO MOTTLING NO RESTICTIVE TH -1 PERFORMED 7/14/05 BY UNCAS HEALTH 0-6" TOPSOIL 6-24" BROWN FINE SANDY LOAM 24-67" GREY FINE SAND NO LEDGE NO WATER MOTTLING @ 24" RESTICTIVE @ 24" DIETER & GARDNER LAND SURVEYORS • PLANNERS 19 MILITARY HIGHWAY GALES FERRY, CT. 06335 (860) 464-7455 FAX (860) 464-5028 PERCOLATION TEST DATA PERCOLATION TEST PERFORMED BY GARY WINALSKI, PE 7/20/05 PERC 1 - 31" DEPTH 0.75 HR. PRESOAK ADJACENT TO PIT C TIME READING 10:54 12" 10: 59 15" 11:04 17 1/4" 11:09 18 3/4" 11:14 20 1/4" 11:19 21 1/2" 11:24 22 3/4" 11:29 24" 11:34 25 1/4" MIN. PERC. RATE: 4.00 MINS/INCH PERCOLATION TEST PERFORMED BY GARY WINALSKI, PE 7/20/05 PERC 3 - 34" DEPTH 1.0 HR. PRESOAK TIME TIME READING 9:55 20 1/2" 10:00 23" 12.45 10:05 24 3/4" 10:10 25 1/4" 10:15 27 1/2" 10:20 28 3/4" 10:25 30" 10.30 31 1/4" 10: 35 32 1/2" MIN. PERC. RATE: 8.00 MINS/INCH PERCOLATION TEST PERFORMED BY GARY WINALSKI, PE 7/20/05 PERC 5 - 37" DEPTH 0.75 HR. PRESOAK ADJACENT TO PIT 3 TIME READING 12: 30 22 1/2" 12: 35 26" 12: 40 28 1 /2" 12.45 30 1/2 " 12:50 32" 12: 55 33 1/2" 1:00 35" 1:05 DRY MIN. PERC. RATE: 2.50 MINS/INCH PERCOLATION TEST PERFORMED BY PAT LAFAYETTE 1/18/06 PERC 1C - 29" DEPTH PRESOAK AT 9:00 A.M. TIME READING 10:20 6 1/2" 10:25 9 1/2" 10:30 11" 10:35 12 1/12" 10:40 13 1/2 1, 10:45 14 1/2" 10:50 15 1/2 MIN. PERC. RATE: 5.00 MINS/INCH PERCOLATION TEST PERFORMED BY GARY WINALSKI, PE 7/20/05 FERC 2 - 30" DEPTH 0.6 HR. PRESOAK BETWEEN PIT A & B TIME READING 10: 22 13 3/4" 10: 27 18" 10:32 22" 10:37 24" 10:42 26" 10:47 28" 10:52 DRY MIN, FERC. RATE: 2.50 MINS/INCH PERCOLATION TEST PERFORMED BY GARY WINALSKI, PE 7/20/05 PERC 4 - 36" DEPTH 0.6 HR. PRESOAK ADJACENT TO PIT C TIME READING 11:53 23" 11:58 26 1/2" 12:03 28 3/4" 12:08 32" 12:13 34" 12:18 36" 12:23 DRY MIN. PERC. RATE: 2.50 MINS/INCH HYDRAULIC GRADIENT 4.1-6.0% (5.5%) RESTRICTIVE LAYER 22.1" - 26.0" (24') HF = 34 3 BEDROOM FF = 1.5 PERC 5MIN/INCH PF=1.0 MLSS = 34 X 1.5 X 1.0 = 51' 4" OF LOAM, SEED 6" COMPACTED GRAVEL COMPACTED FERTILIZER & MULCH SUBGRADE �-" OF LOAM, SEE rERTILIZER & MU__-- GRAVEL ACCESS ROAD CROSS SECTION (N.T.S.) NOTE: 1. FILTER FABRIC SHALL BE MIRAFI 500X, EXXON GTF 200, AMOCO 1199 OR APPROVED EQUAL. CONSTRUCTION ENTRANCE NOT TO SCALE NOTE: 1. FILTER FABRIC SHALL BE MIRAFI "SILT FENCE", EXXON GTF 180, AMOCO 1380, OR APPROVED EQUAL. FILTER FABRIC SEDIMENT BARRIER NOT TO SCALE DEEP TEST PIT DATA AND EROSION AND SEDIMENT NARRATIVE AND DETAILS PROPERTY OF WARREN IF McNAUC FITCH 1111-1 Ll ROAD I'yIONTVILIJE, CONNECTICUT SEPTEMDER 2005 REVISED: JANUARY 18, 2006 SHEET 4 OF 4 FILTER FABRIC 2 X 2 X 48" 1 HARD WOOD STAKE (8' ON CENTER) COMPACTED BACKFILL 100' FLOW -•-- 4" 12" MIN. -� NOTE: 1. FILTER FABRIC SHALL BE MIRAFI "SILT FENCE", EXXON GTF 180, AMOCO 1380, OR APPROVED EQUAL. FILTER FABRIC SEDIMENT BARRIER NOT TO SCALE DEEP TEST PIT DATA AND EROSION AND SEDIMENT NARRATIVE AND DETAILS PROPERTY OF WARREN IF McNAUC FITCH 1111-1 Ll ROAD I'yIONTVILIJE, CONNECTICUT SEPTEMDER 2005 REVISED: JANUARY 18, 2006 SHEET 4 OF 4 N /F \ WF BROTHERS LLC S49'01'34"E 33.39' 300 S58°14'19"E S43'33'52"E DH DH \ 9,96' 15.78' S57'51'49"E 582°08'44"E 300�,� SET S45'26'59"E SET pH DH 24.19' -� 16.31' �5Z'- 48.14' 531 07'47„ DH SETSET SET �S48'19'09" DH 5603a �•' 43 0 0 93.69' / DH SET X1.26 / 300 SET \ / DH \ �•.. DH DH/ 42'09„E SET ----- SET S555 SETS42c�e 2„E 4865, T i 34.68' \ \ S37'28' 17"E S47'29'03"E 16.83' 9.99" 295— DH DH \ \ SET SET X47'55'29"E SETS 103.6 N /F j FRANK W. LATHROP a - w S48'44'09"E LL' 6.13' S2 a- LL- 0 DH 290 z �, FIND RB RB 285 '� Q S42'22'27"E \ DH S40'57'48"E SET SET S41' 8'27"E SET \ 52' Y 8 z � 123.57' a \ 7_ S41'05' \ 20' E DH \ 248.27' FND \ RB RB \ S43'44'31 "E SET SET � \ 75.02' \ \ 75' \ \ EXISTING R=60.00' GRAVIEL Tan = 95.47' N /F Delta= 115'42'22" 4e \` rte, NANCY J. 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( n5 ..::.................:::.. ............. .....::::::.:.:;.::::: :::.::::.::::.::.:: ::;...::.:.:...........::: ::::::............:: Z..... - _............:::..:...::_...........................................................::::::::: :..::. ...............:..:::::.:::::::::.::..:::::::::::... TED :-:.::::.-: �:::.::::.::::.:.�:::::::::::::.�::::::.�::.�:::::::::.�:::::-::::::::.:._.:::::.-.::::::.::::::.:�:::._:.�::::::::::.:.:::::.-:::::::::-..:::._:::::.�.::::._.�::::.:::::: I HAVE REVIEWED THE INLAND WETLAND AND BOUNDARY AS DELINEATED ::::..:..................................................._......................... _.........................................._......_...........................................-........._.......................................... 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I A M OF THE 0 PIN :::::::. �::::�::::�::::.:�::::::-:::.: �:.�:::::::::.:::�:::::: - ::.:�::.:�::.-:::�:::.: �::�:::�:::�::�:::�:-:::�:::::�::�:::::�:;-::::�:-:. �::::::::.:-::: 1 w / Tl ALL Y CORRECTLY RECTLY ON THIS MAP. _ TAN .. ..................... ............................._............................................................................__......................._.,........................................................................................__......................................................._ ..........................................._.................................. _.._...::-..,:.,.....................................................:.:.:::-:..:::::.-.::::.... ::::::.::::::::...:::::..: x \ \ ...... \ ,\ MICHAL-L G. SCHAEFER SOIL SCIENTIST LEGEND ooc�0000000 DH SET 0 DH FND RB SET 0 0 H P R W D FD PT iiil ............... .. � ...... :::... STONE WALL N32'14'32"E r✓::;.:::::.::::: o� 20.07' == rte'"::::::: .. ... : 5 ` \\ PROPERTY LINE S B 60A _ - - \, 1 STREET LINE AREA=528,587 Sq. Ft. O 12.13 ACRES DRILL HOLE SET DRILL HOLE FOUND ' (0 REBAR SET ©H MONUMENT TO BE: SET SET e , � /\\ REPAIR OR DRILL HOLE 300 — TO BE SET \ \ \ � \ — BUILDING SETBACK LINE 7,6 EXISTING CONTOUR 284 \ \ EDGE OF WETLANDS APPROXIMATE TEST PIT LOCATION APPROXIMATE PERC LOCATION 305 `DH —' " SET HOUSE / TI PRIMARY SEPTIC AREA 300 / RESERVE SEPTIC AREA WELL TOPSOIL STOCKP!i_E FOOTING DRAIN APPROXIMATE PERC TEST LOCATION NOTE- BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GE�\IERAL INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED. AS BEING ACCURATELY LOCATED OR DEPICTED. � THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR' WHO PREPARED THIS PLAN JOB# 05-005 N /F / / WF BROTHERS/ LLC 295 290 DIETER & 'GARDNER LANCE SURVEYORS • PLANNERS 19 MILITARY HIGHWAY GALES FERRY, CT. 06335 (860) 464-7455 FAX (860) 464-5028 THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF THE PROFESSIONAL OPINION BY THE LAND SURVEYOR WHICH IS BASED ON HIS OR HER BEST KNOWLEDGE, INFORMATION AND BELIEF. AS SUCH IT CONSTITUTES NEITHER GUARANTEE OR WARRANTY. � a /moi✓ 767 285 3s2 280 40 '/ 275 DH SET GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. APPROV CONTRO OFFICER APPROVI PAS: HAVI AF LA n FLAN SmOWING McNAUGHT RESTJ13DIVISION PROPERLY OF WARREN F. McNATJGHT FITCH HILL ROAD MONTvILLE, CONNECTICLTr SCALE: 1"=40' SEPTEMBER 2005 REVISED: JANUARY 18, 2006 SHEET 3 OF 4 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b--20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE 160 CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A BOUNDARY SURVEY BASED ON A -RESURVEY CO RMING TO HORIZONTAL ACCURACY CLASS A-2. TOPOGRAPHIC ACCURACY T -D. TO CLAY KNI GND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. TITLE: LAND - RVEYOR CT No. 14208 DATE: PTEMBER 29, 2005 /SHEET 3 _ _ / 290 -- ' v- Clq n280 lUFTO_ _ SET \\ MAtt;H \�75 \\1-1, 1 - 275 27\° "8 \, - , o.• :° •ve1-11 \ \ \ 2 ---' S" PROPOSED DRIVE ,•.g.geo i r \ \ 2 �. TP 4D ' \ — 265 TP �' `� J N '`�' 270 TP 4C TS 410. 100.0 Lu 6 4 / \ ()0, t.1 N/F 260 \ \ \ � \ � �- ... ` ,. -` TP 4A s R' �--� � 22, NANCY J. B 00TH E ro � ` — � 10p 00 R =18 2.30 z -- i 2' S9 E L=98.65 \ �A ?6.2 Tan=50.56' 0 \ , \ \ \ \ / Delta= 31'00'14" 50' WIDE 255 \ \ ` ` j / C=97.46' RIGHT OF WAY CB=S02'07 14 E' _ _ R =132.30' Z — — — — — -- — -' „ E 200 00 N/F 265 L=71.59 wo o '2258 + JOHN & Tan=36.70 CA \ \ \ J N ''' l SHIRLEY L. WELL Delta -31'0014 —cNnORAN �S• C=70.72' — H CB=S02*07'15"E 250 , �\ \ _ _ `° POOL �L LEGEND q� H P R W TS FD PT O STONE WALL PROPERTY LINE STREET LINE DRILL HOLE SE \ \ \ \ — -- — — — — _.,_ --I, — — - 270WELL APPROXIMATE ��i� EXISTING TINGGRAWIDENED I TO RIVE W -;b,N ,F LOCATION EXISTIN 24 — \ t \ J Cw 1HOLL& F IS G LORA D I HOUSE 260 TO DRIVE ON LOT 5 \ \ Co00 ,— \ PRICE S17'37'01 "E 0) Cn 3.50' Z \ c' APPROXIMATE EXISTING GRAVEL DRIVEWAY f_ p0' `n -- 265 LOCATION EXISTING -p TO BE WIDENED TO 24 FEET ,59 HOUSE �oS?6Ld .22 N \G AREA=528,587 Sq. Ft. ET c9' 0 • 9 245 ! \ \ 12.13 ACRES J C 0I 6 ,59„ \ ' t \ f N 16 z 1-1 N N 5 MONUMENT \ \ 0 260 \� �"�~ 12' 54-------50' WIDE FOUND o NET ``n Z _ 450 RIGHT OF WAY p INSTALL CONSTRUCTION ,22'59„ W 2Q N?622 — — — _ 218 1/2 \ — — ENTRANCE (TYP) 76 _- — — — -- „ 12 --� : -76.22 59 \ � � e°a•o• � ORS 240 \ \ �` Goo 1— ` — v•oeo• 39g 01' \ ,- f e•e• TH -1 C R 59"W 5 54' \ , e N18'44 37 e� '6.2259 AREA -88,003 Sq. Ft. \ \ 1 50.20' S` SNET ;SN W -10 2 02ACRES \ \ 218 • �0 0 CODE COMPLIANT DECK © 255 \ 125' S18'44'37"E ELL R plus o TS AREA MLSS = 51 Z \ 1' 50.20' o -7 5' W 5 WE 135 54 cw �`' '� LL R4DJUS CONNECTICUT — -76 .22 0- cr \LIGHT OWER 0 EXISTING o 0 0 \ \ \ RIGHT p PW C MP NY a_ 1 STORY N/F \ A Y HOUSEm o \ cp WF BROTHERS LLC ,� ! \ `' i PORCH CH cs_ SNET 235 \ r DH 3237 \ SET \ \ _'' \ , , ➢ \ `� CONCRETE \ \ , o \ WOOD COVERS \ RAMP 1 230 a'`� \ t —l�--- -- \ 1 — --' TP 1 A — \ \ Z '` � TP 2B � �` � T(`� 1 B PT � o \ � -�. P 4 \ TP 2D PT ` AREA=170,418 Sq. Ft. TP 3D TP 3C X � 3.91 ACRES , A o 225 FD 36„ ` TP R OAK �' \ TP 2C _,o X50' APPROVED BY THE CHAIRMAN OF THE MONTVILLE WATER POLLUTION CONTROL AUTHORITY, THE PUBLIC WORKS DIRECTOR, THE HEALTH OFFICER, ASSESSOR, AND THE MAYOR. W.P.C.A. CHAIRMAN DATE PUBLIC WORKS DIRECTOR DATE HEALTH OFFICER DATE ASSESSOR DATE MAYOR DATE APPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION CHAIRMAN DATE SECRETARY DATE PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN THE DEVELOPMENT OF THIS PLAN APPLICANT DATE LAND SURVEYOR DATE N/F NANCY J. BOOTHE 24' \ _ EXISTING GRAVEL DIVEWAY \TO BE WIDENED TO 24 FEET (SEE DETAIL SHEET 4 OF 4) 250 _ ................. - .............................. e v _...... :.:::::::::.:.:..:.:.:::::::::._:::::::::::::.:::.:::::.::.:.....................:._:::::::::::::::::::.::::::::.:::::.:::::::.:.:::: u. _... _.......... �...�--............ r�....................................... e•e SET ..._.....::.:::::.:::................................ ..... , e•..vr �1.............\r-- .... g1 11: ................................ _ ._..._._..-.. 14 ............. f........................................ _.. e°e•e°e e WELL ........................................................:::........... . ......................................................................... w e .. e .e. e o e•e•a •o . e o• _1 W r235 4 02 / 1 .......... ...................................... .................. �� ................. ....... . :._.::::::::.::::::.:.........................................::.:::::.:.::::::::.:::::::::::::::::::::.::::::. 8 ... l ......:...:::::... jay ...... .. ........................ .............................:. ::: •:: 1 ::::::::.:: 3 .4 / 1 ......................................... ............... 230 NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL �. `: :.....:: v57 Delta -30'36'42" �CI?-576'05'34"W INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS C-116.15' „ W'S BEING ACCURATELY LOCATED OR DEPICTED. CB=S555122 ,�}, THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF /�o ! GRAPHIC SCALE ::. THE 'PROFESSIONAL OPINION BY THE LAND SURVEYOR WHICH IS BASED ON HIS OR HER BEST KNOWLEDGE, INFORMATION AND BELIEF.40 ® z0 40 80 160 AS SUCH IT CONSTITUTES NEITHER GUARANTEE OR WARRANTY. G DIETER ARDNER LAND SURVEYORS • PLANNERS ® THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR.19 MILITARY HIGHWAY ( IN FEET ) THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF GALES FERRY, CT. 06335 1 inch = 40 ft. THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN. 4fi464-5•5528 SET 200 JOB# 05-005 FAXX (8fi0� 464- - 50' WIDE RIGHT OF WAY SNET 236 /EXTEND EXISTING 18" RCP 12 FEET TO EDGE OF NEW WIDENED DRIVE PLAN SHOWING SNET McNALTGHT RESUBDIVISION 52 PROPERTY OF WA- IRREN F. McNALTGH'T FITCH MILL ROAD MONTVILLE, CONNECTICUT S CALF : I Is = 40' SEPTEMBEFR X005 REVISED: JANUARY 18, 2006 SHEET 2 OF 4 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE C'ONNECT?CUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A BOUNDARY SURVEY BASED ON A RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. TOPOGRAPHIC ACCURACY T -D. TO MY NO E ID BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON T1 TL LAND ' RVEYOR CT No. 14208 DATE: SEPTEMBER 29, 2005 EXISTING 1 STORY HOUSE I DECK N/F NANCY J. BOOTHE 24' \ _ EXISTING GRAVEL DIVEWAY \TO BE WIDENED TO 24 FEET (SEE DETAIL SHEET 4 OF 4) 250 _ ................. - .............................. e v _...... :.:::::::::.:.:..:.:.:::::::::._:::::::::::::.:::.:::::.::.:.....................:._:::::::::::::::::::.::::::::.:::::.:::::::.:.:::: u. _... _.......... �...�--............ r�....................................... e•e SET ..._.....::.:::::.:::................................ ..... , e•..vr �1.............\r-- .... g1 11: ................................ _ ._..._._..-.. 14 ............. f........................................ _.. e°e•e°e e WELL ........................................................:::........... . ......................................................................... w e .. e .e. e o e•e•a •o . e o• _1 W r235 4 02 / 1 .......... ...................................... .................. �� ................. ....... . :._.::::::::.::::::.:.........................................::.:::::.:.::::::::.:::::::::::::::::::::.::::::. 8 ... l ......:...:::::... jay ...... .. ........................ .............................:. ::: •:: 1 ::::::::.:: 3 .4 / 1 ......................................... ............... 230 NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL �. `: :.....:: v57 Delta -30'36'42" �CI?-576'05'34"W INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS C-116.15' „ W'S BEING ACCURATELY LOCATED OR DEPICTED. CB=S555122 ,�}, THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF /�o ! GRAPHIC SCALE ::. THE 'PROFESSIONAL OPINION BY THE LAND SURVEYOR WHICH IS BASED ON HIS OR HER BEST KNOWLEDGE, INFORMATION AND BELIEF.40 ® z0 40 80 160 AS SUCH IT CONSTITUTES NEITHER GUARANTEE OR WARRANTY. G DIETER ARDNER LAND SURVEYORS • PLANNERS ® THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR.19 MILITARY HIGHWAY ( IN FEET ) THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF GALES FERRY, CT. 06335 1 inch = 40 ft. THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN. 4fi464-5•5528 SET 200 JOB# 05-005 FAXX (8fi0� 464- - 50' WIDE RIGHT OF WAY SNET 236 /EXTEND EXISTING 18" RCP 12 FEET TO EDGE OF NEW WIDENED DRIVE PLAN SHOWING SNET McNALTGHT RESUBDIVISION 52 PROPERTY OF WA- IRREN F. McNALTGH'T FITCH MILL ROAD MONTVILLE, CONNECTICUT S CALF : I Is = 40' SEPTEMBEFR X005 REVISED: JANUARY 18, 2006 SHEET 2 OF 4 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE C'ONNECT?CUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS A BOUNDARY SURVEY BASED ON A RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2. TOPOGRAPHIC ACCURACY T -D. TO MY NO E ID BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON T1 TL LAND ' RVEYOR CT No. 14208 DATE: SEPTEMBER 29, 2005