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HomeMy WebLinkAboutPlan9 f 150\ MONUMENT \ FOUND — 160 (V IN \ M L\ Z I 170-- — 1 Z N/F \ JAMES E. & LISA M ORZECHOWSKI O f 'FND i I i IP I FND 0.42' 0.20' PROPERTY I CORNER DETAIL NOT TO SCALE 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 APPROVED BY THE MONTVILLE PLANNING DATE 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 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# 02-1691 J 332.11' i 0.20' I MONUMENT FOUND I �.* DETAIL NOT TC�SCALE CONSTRUCTION HELT CC ENTRANCE .i5 I FnFNn STONE WALL — PROPERTY LINE STREET LINE Q IP FND IRON PIPE FOUND Q DH SET DRILL HOLE SET p MONUMENT OR DRILL HOLE TO BE SET O REBAR OR DRILL HOLE TO BE SET UTILITY POLE -- BUILDING SAETBACK LINE - -- - -- — — -- - EXISTING CONTOUR PROPOSED CONTOUR APPROXIMATE TEST PIT LOCATION -- APPROXIMATE PERC LOCATION H HOUSE P PRIMARY SEPTIC AREA R RERSERVE SEPTIC AREA W WELL TS TOPSOIL STOCKPILE SILTFENCE FD FOOTING DRAIN 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. 100 e N/F JAMES E. & LISA M. ORZECHOWSKI \ 125 \ \ o \ MONUMENT �' ----F. )UND \ S5 '47' 11 "E � �. \ — 3 X5.60' D \ \ 75 tE \ ` STEEL POSTS FOUND P �'V P \ ,� �E , TYPICAL B \ \ \ S H o LIP \ s. \ \ R \ \ 50 Pa \ s.�,� \ ` \ \ \ ti \ � ` \ \ , • ' , Som B `9 0� SYSTEM \ s.\ `\ \ G,- \ \ \ \ \ \ \ F \ / \ \ \ \ \ \ i N84'28 0 W \ \ �\ \ \ s9 . y 3 y 25 I \ \ \\ \ \ sF \ t t \� /�, \ 11.3fi' \ \ \ \ \\ \ \ \ r FON OUTLET DRAIN APPROXIMATE LOCATION \ EXPOSED LEDGE TYP NNII SHED EQ,X WIRE AREA= 1 1,899A Sq. F�. 75' { 3.49 CREW lop Bbl. 25- --'c- � 1 _ Ir J / / \RIGH T TO\ GRADE Ila. _ , 38*W � 615.fi6' � ,y— �/ FAVOR OF LOT 3 ------- N59'44 I --44'38"E 615.66; N/F D VE M A G ADE 2 �_ / / ' I NANCY B. ENOS ET AL ROPOSED PA D / j' 16.5' TS \ \ t H i / V) y N/F / i / / i / 0 DH SET TODD BENNETT % ! i' / DH AREA= 19X,114 Sq. Ft. / SET DH KIM B. BRONSON --�' 125 DIErhER & GARDNER LAND SURVEYORS • PLANNERS 19 MILITARY HIGHWAY GALES FERRY, CT. 06335 (860) 464-7455 FAX (860) 464-5028 40 W i f� / 29.34 N86"51'03"W FD � � I � � I 11.66' 25 ' 100 .o, t � , 1 N/F DAVID E. OUELLETTE GRAPHIC SCALE 0 20 40 8o iso �� Op DH SET PLAN SHOWING JACOBSON SUBDIVISION PROPERTY OF DONNA BELLE JACOBSON 437 KITEMALTCm- ROAD MONTVILLE 9 CONNECTICUT SCALE: 1-9,9=,4-09 JANUARY 2000 SHEET 2 OF 3 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 CONNECTICUT ASSOCIATION OF LAW SURVEYORS, INC. IT IS A BOUNDARY SURVEY BASED ON A RESURVEY CONFORMI ORIZONTAL ACCURACY CLASS A-2. TOPOGRAPHIC ACCURACY T -D. TO MY KNOWLEDGE,X IEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ( IN FEET ) TI TLE: 1 inch = 40 ft DATE. LA DS R1 EYO CT No. 14208 JANUARY x!2006 EROSION & SEDIMENTATION CONTROL PLAN THIS PROJECT IS FOR THE DEVELOPMENT OF A THREE LOT RESIDENTIAL SUBDIVISION. (TWO NEW LOTS) LOT 1 CONTAINS AN EXISTING HOUSE CONSTRUCTION SEQUENCE: HOUSE 1. STAKEOUT LIMITS OF CONSTRUCTION FOR THE DRIVEWAY AND HOUSES. 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 SEDIEMENT 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 HAY 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. SANITARY DESIGN CRITERIA A. LOTS 2 & 3 ARE LAYED OUT FOR FOUR BEDROOM HOMES. RESERVE AREA FOR LOT 1 LAVED OUT FOR FOUR BEDROOM HOME 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: 3S.F. MINIMUM LENGTH OF STONE LEACHING TRENCH REQUIRED: 660S.F./3S.F./LF = 220' E. MINIMUM LEACH"NG SYSTEM SPREAD: MASS = HF x FF x PF HF = HYDRAULIC FACTOR BASED OF GRADIENT AND DEPTH TO RESTRICTION FF = FLOW FACTOR, 2.0 FOR FOUR BEDROOM HOME DESIGN PF = PERC FACTOR, 1.2 FOR PERC RATE BETWEEN 5.1 & 10.0 MIN/INCH LOT # GRADIENT RESTRICTION HF FF PF MLSS = HFXFFXPF REMARKS 1 8.1 - 10% 48.1 TO 60" 16 2.0 1.2 38.4' SEE NOTE 1 - SEE NOTE 2 3 > 15% 30.1 TO 36" 18 2.0 1.2 43.2' NOTE 1. REQUIRED BY HEALTH CODE TO MEET B-100. NOTE 2. MLSS DOES NOT APPLY, ALL RESTRICTIONS GREATER THAN 60' IN DEPTH. F. EFFECTIVE LEACHING SYSTEM PROVIDED FOR CONCEPTUAL LOT LAYOUT DESIGN. LOT 1 3 - 75' LONG STONE TRENCHES 3 X 75' X 3 SF/LF = 675 SF LOT 2 3 - 75' LONG STONE TRENCHES, PRIMARY AND RESERVE 3X75' X3SF/LF=675 SF LOT 3 2 - 110' LONG STONE TRENCHES, PRIMARY AND RESERVE 2 X 110' X 3 SF/LF = 660 SF G. PER THE STATE HEALTH CODE: THE LOT 1 B-100 SEPTIC SYSTEM AND THE LOT 2 SEPTIC S`S TEM DO NOT REQUIRE AN ENGINEERED SEPTIC SYSTEM DESIGN. LOT 3 REQUIRES AN ENGINEERED SEPTIC SYSTEM DESIGN. H. FOUNDATION DRAINAGE SHALL BE LOCATED A MINIMUM DISTANCE OF 25' FROM THE SEPTIC' SYSTEM. A RODENT PROOF COVER SHALL BE PROVIDED AT THE FOUNDATION OUTLET DRAIN AT DAA' IGHT. 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# 02-169 m PERCOLATION TEST PERFORMED BY GARY J. WINALSKI, PE PERC AB PERC CD PRESOAK 1.7 HOURS DEPTH 33" PRESOAK 1.5 HOURS DEPTH 33" TIME READING TIME READING 1.40 20" 1:55 19 1/2" 1.50 22 1/2" 2:05 22" 2:00 24" 2:15 24" 2:10 25 1/4- 2:25 25 1/2" 2:20 26 1/4" 2:35 27" 2:30 27 1/4- 2: 45 28 1/2" 2:40 28 1/4- 2: 55 30" PERC. RATE: 10.0 MINS/INCH PERC. RATE: 6.7 MINS/INCH PERC EF PERC CD PRESOAK 1.25 HOURS DEPTH 36" PRESOAK 1.5 HOURS DEPTH 33" FILTER FABRIC TIME READING TIME READING NOTE: 3:05 22 3/4" 3:20 24" 3:15 27" 3:30 27" 1. FILTER FABRIC SHALL BE MIRAFI 500X, 3:25 30" 3:40 29" EXXON GTF 200, AMOCO 1199 OR 3:35 32" 3:50 30 1/2" APPROVED EQUAL. 3: 45 34" 4:00 32" 3:55 36" 4:10 331/2- CONSTRUCTION ENTRANCE 4:05 DRY 4:20 36" NOT TO SCALE PERC. RATE: 5.0 MINS/INCH PERC. RATE: 6.7 MINS/INCH PERC BETWEEN IJKL PRESOAK 1.25 HOURS DEPTH 26" TIME READING FILTER FABRIC 10:55 14" 11:05 17" 11:15 19" j ~ 11: 25 20 1/2- 2 x 2 X 48" 11:35 22" HARD WOOD STAKE / 11:45 23 1/4" (8' ON CENTER) 11: 55 24 1/2" 12:05 25 3/4" PERC. RATE: 8.0 MINS/INCH DEEP TEST PIT PERCOLATION TEST DATA WITNESSED AND RECORDED ON 12/'15/05 BY DAVID COUGHLIN, RS AND GARY J. WINALSKI, P.E. TP A TP B TP C 0-7" TOPSOIL 0-5" TOPSOIL 0-6" TOPSOIL 7-35" BROWN SANDY LOAM 5-23" BROWN SANDY LOAM 6-26" BROWN SANDY LOAM 35-58" GREY SAND 23-49" GREY MEDIUM SAND 26---30" GREY SAND LEDGE @ 58" 49-58" WATER 30-50" 64TEI-� NO WATER LEDGE @ 58" NO LEDGE NO MOTTLING WATER ® 49" WATER 0 30" NO ROOTS NO MOTTLING MCTT_I`:G 26" NO ROOTS NO ROOTS TP D 0-6" TOPSOIL 6-25" BROWN SANDY LOAM 25-50" GREY SAND 50-60" WATER NO LEDGE WATER @ 50" NO MOTTLING NO ROOTS TP G 0-7" TOPSOIL 7-30" BROWN SANDY LOAM 30-72" GREY SANDY TILL NO LEDGE NO WATER NO MOTTLING NO ROOTS TP J 0-9" TOPSOIL 9-20" BROWN SANDY LOAM 20-50" GREY SANDY TILL LEDGE @ 50" WATER ® 35" MOTTLING CSD 35" NO ROOTS TP E 0-5" TOPSOIL 5-20" BROWN SANDY LOAN! 20-62" GREY SANDY TILL NO LES" N C, ',6A TER NO MOTTLING NO ROOTS TP H 0-7" TOPSOIL 7-26" BROWN SANDY LOAM 26-72" GREY SANDY TILL NO LEDGE NO WATER NO MOTTLING NO ROOTS TP K 0-10" TOPSOIL 10-42" BROWN SANDY LOAN LEDGE @ 50" WATER @ 35" NO MOTTLING NO ROOTS DIETER & GARDNER LAND SURVEYORS • PLANNERS 19 MILITARY HIGHWAY GALES FERRY, CT. 06335 (860) 464-7455 FAX (860) 464-5028 TP F 0-7" TOPSOIL. 7-29" BROWN SANDY LOAM 29-70" GREY SANDY TILL NO LEDGE NO WATER NO MOTTLING NO ROOTS TP 1 0-4" TOPSOIL 4-25" BROWN SANDY LOAM 25-43" GREY SANDY TILL LEDGE @ 43" NO WATER MOTTLING ® 4.3" NO ROOTS TP L 0-7" TOPSOIL. 7-27" BROWN SANDY LOAM 27-43" GREY SANDY TILL LEDGE 0 42" WATER 0 42" NO MOTTLING NO ROCTS 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 DONNA BELLE JACOBSON 4-37 KITEMAUG ROAD MON'TVILLE 9 CONNECTICUT JANUARY 2006 SHEET 3 OF 3