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Home My WebLink AboutPlanm IL_ OLI-12 EXISTING GATGH IMV TF 514.0--\ INV 509.6 N44"44"07"W 6.18' I C, 502 LOT #15 SUITABLE FILLFILTERFABRIC 4" PERFORATED PI PE i =NE—k:i&) 4' LCTIALICRO w1l; NOT TMJ SCALE 2X2 5/8 16 CA_ WIRE MESH T- 4" PVC ELBOW NOT TO SCALE FILTER FABRIC ANGLE 10* UP SLOPE: POST J FOR STABILITY' AND SELF CLEANIW; CLCOMPACTEDC'4 BACKFILL SILT EEtICE NOT TO SCALE KN(?CKOV-1 INLET & 0 LITuT OPENINGS RIBS INSIDE f4_+ C4 z v A L----- - ------------- CAST 06NCRETE COVER'S --t 4Y,4 12 6/12,6 Gk WRE MESH 6' 6 GA, 24 WIRE MESH INLET 3' VENT F, 00 CONT"A)US, 1407 FORSYTH ROAD AND JEFFERY MANOR DRIVE, MOHTVILLE, CONNECTICUT JANUARY 1992, TOTAL TECHNOLD(Y, INC, DESIGN_Q6M PERCOLATION RATE == 20 MINUTES/INCH 3 BEDROOM RESIDENCE REQUIRES 67'-- SF OF LEACHING - 'REAI PROVIDE 3 - 75' (43' vNIDE) TRENCHES EFFECTIVE LEACHING AREA - 6 75; SFS PROVIDE A 1000 CALLON 2 -COMPARTMENT TANK M1.S.S. REQUIRED = 21'5 x 1-5 x 1,5 = 58-5 M.L.S.S. PROVIDED = 75' EREME ARE6 OF PEOPQSED SYSILM AS FQLLQW 1, REMOVE AND STOCKPILE TOPSOIL. 2 PLACE BANK RUN '-RAVEL (LESS TH,'N 57. FINES) PtAk_,ED IN 6" LIFTS AND COMPAk""TED TO 915% DENSITY`. 3. EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE 4. FILL TRENCHES WITH11" WASHED STONE TO HEIGHT OF PIPE INVERTC- PLACE PIPE IN TRENCH, 4Nf.-,, FILL TO 2" OVER T1__)P f --.F PIPE, CAP ENDS OF PIPES. PLACE A 4' WIDE STRIP OF NON-NOVEN FILTER FaBRICCIN TGG 0 F THE ENTIRE LENGTH OF THE SYSTEM), AND E3t-,-.(.-,KFiLL '!T' A H NATIVE MATERIAL. P,EEL? CHFLACETu 1. TOPOGRAPHIC INFORMATION GN THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS, 2. E3ASE I`OR LEVELS, SU MVISI(4d MAP 3. PROPOSED HOUSE 4ND SEPTIC SYSTEM TO BE STAKED 111 THE FIELD BT, A LAND SURVEYOR LICENSEO IN THE STATE ;ICF CONNECTICUT, 4. LOT AREA := 2.52'f ACRES PROVIDE RISERS T 1 121" OF FINISH GRACE SELECT EILLSAT aATINLETANDOUTLEET MATERIAL PLACED WITHIN OR ADJACENT TO PROPOSED LEACHING AREA 4" SHALL BE COMPRISED OF CLEAN SAND AND GRAVEL, FRED OF PROVIDE Ci_' FILTER -; T, J I FIITER ORGANIC MATTER AND OEL.ETERIOIIJS "SUBSTANI'_-ES. FILL SHALL MEETPOLYL%, PL_--2_, THE FOLLOWING SPEC, UNLESS APPROVED BY THE DESIGN ENGINIEER. OUTLET HALT Sia. Ln y$_ SCHEDULE W t WLrT OWLE 4 3" 4" OUTLET BAFFLE LINED W/ 1/8" Pvcj 6-0- GAS DEFLECTOP—j 1TRK000 NOT Thi SCALE 20 QLND IN FEET LOCHDALE DRIVEk F F FIRST FLOOR 1, NO MATERIAL LA ER THAN 3 II`Jr,_`HES, 2. UP TO 45% DRY WEIGHT (GRAVEL PORTION RETA11,1ED ON 44 SIEvE 3, REWEIGH AND RUN SIEVE ANAL Si` , TO FOLLOWING CRITERIA SI L,/_17LPERCENT PASS 4 10 111) 71, 07 40 O-50% V70-20'10 SEPTIC SYSTEM PLAN PREPARED FOR F TT C"IEVELOPMENT, INC. Loc tA D -P LOT #16 LOCHDALE, ESTATES LOCHDALE DRIVE MONTVILLE,, CONNECTICUT 3U1310 1,M,LNT -CONI&L ELM IE5I NILE_ QAJ 1 CLEARING, C RU88ING AND GRADING OF Tkt PROPOSEDI , PER REFERENCE PLAN TO, BE LIMITED TO APE4S ADJACENT TO THE PROPOSED HG E. TESTtf"E DRIVEWAY, AND SEPTIC SYSTEM. 101"t 'TOPSOIL, DISTURBED AREAS TO, BE LOAmED, SEEDED, AND MULCHEf_- ALL, TOPSOIL, TO BE STOCKPILED ON SITE AND PROTECTEL, 10"--3C DARK YELLOWISH BROWN FINE SANDY LOAM, ROCKS H, YBWITHAALES OR SILT FENCE, 3611-90" OLIVE -GREY LOAMY MEDIUM -FINE SAND, SOME GRAVEL & ROCKS, (_`OMPV-_. 4. ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3,1 SUDPE NO LEDGE, WATER 0 80", MOTTLING DI -TINCT 0 '76" 5. PR OR TO SITE DISTURBANCE, THE REPRESENTATIVE OF TH' TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT JESTHOLE jjZQ CONTROL, MEASURES ARE IN PLACE SO THAT THE INSPECT{ ".t TOPSOIL CAN OCCUR, 10"-,30" DARK YELLOWISH BROWN FINE SANDY LOAM, ROCKS f 6. THE DEVELOPER WILL BE RESPONSIBLE FOR THE INSTALi -1 i AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTPOL 30"-90" OLIVE -GREY LOAMY MEDIUM SAND & GRAVEL. SOME R()Ci S, OMPAC,", NO LEDGE, WATER 4 66", MOTTL.ftj 4 30, MEASURES THROUGHOUT CONSTRUCTION. 7. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYINGIT TESTHOLE #§2WATER, AND IF NECESSARY THE APPLICATION OF CALCI"kA 0"-9" TOPSOIL 9"-30" YELLOW ORANGEW SANDY`" NC)yBRON LOAM 'NITH SOME G -RAVEL 30"-85" TAN MODERATELY COMPACT SANDY LOAM '41TH C RAVEL E EQRAEff ffmQE16ME_QQffB NO LEDGE, NO WATER, MOTTLING 31 MULCHES APPLICATION RATE NOTES TE T IE #171 PER 1000 S.F.0 1 2TOPSOIL 12"-30" Llr,,,HT BRCDWN FINE SANDY LO`M TRAW1/HAY _70-90 lt-S FREE FROM WEED- 30"-90" GREY -BROWN MEDIUM -FINE SILT), -AND, TRACE OF GRAVEL AND COARSE M'-TTF` NO LEDGE, WATER 0 153", MOTTLING (9-\ 3 WOOD CHIPS 185-275 Ibs. FREE OF COARSE ,'viITFER T , AIR DRIED, RE .T J _3 0"- 12" TOPSOIL 12lbs NIT RO(3EII j 2" 30 LIGHT BROWN SFINEANDI LC AM 50 30"-90" GREY -BROWN MEDIUM -FINE SILTY SAN[D, TFA( _'Iv: OF IRAVEL 490 BUFFER AREA ELAtjjIN!Q SC&QUILE NO LEDGE, WATER 4 554", VIOTTLIN ,_-, 4 32" SEEDING DATES: APRIL I - - - - - - - JUNE 15 OLAIIQN492AUGUSTISEPTEMBER15 SEE SEED MIXT(JRE- INFORMATION PROVIDED PER REFERENCE PLAN 45% RED FESCUE PERCOL-ATION RATE, PERC 4 19 16 MIN. / INCH 45% KENTUCKY BLUE GRASS PERCOLATION DATE. PERC, #11 6A = 200 D0 MIN, IN(CH 494 PERENNIAL RYE fJIN _'HPERCOLATIONRATE: PEPC #I 6B IN(, M& REEERLN!QE ID 7 QTy 0 C7 L70vIA 0 -TTICrnAlWESTATESDP( CA D E C, 502 LOT #15 SUITABLE FILLFILTERFABRIC 4" PERFORATED PI PE i =NE—k:i&) 4' LCTIALICROw1l; NOT TMJ SCALE 2X2 5/8 16 CA_ WIRE MESH T- 4" PVC ELBOW NOT TO SCALE FILTER FABRIC ANGLE 10* UP SLOPE: POST J FOR STABILITY' AND SELF CLEANIW; CLCOMPACTEDC'4 BACKFILL SILT EEtICE NOT TO SCALE KN(?CKOV-1 INLET & 0 LITuT OPENINGS RIBS INSIDE f4_+ C4 z v A L----- - ------------- CAST 06NCRETE COVER'S --t 4Y,4 12 6/12,6 Gk WRE MESH 6' 6 GA, 24 WIRE MESH INLET 3' VENT F, 00 CONT"A)US, 1407 FORSYTH ROAD AND JEFFERY MANOR DRIVE, MOHTVILLE, CONNECTICUT JANUARY 1992, TOTAL TECHNOLD(Y, INC, DESIGN_Q6M PERCOLATION RATE == 20 MINUTES/INCH 3 BEDROOM RESIDENCE REQUIRES 67'-- SF OF LEACHING - 'REAI PROVIDE 3 - 75' (43' vNIDE) TRENCHES EFFECTIVE LEACHING AREA - 6 75; SFS PROVIDE A 1000 CALLON 2 -COMPARTMENT TANK M1.S.S. REQUIRED = 21'5 x 1-5 x 1,5 = 58-5 M.L.S.S. PROVIDED = 75' EREME ARE6 OF PEOPQSED SYSILM AS FQLLQW 1, REMOVE AND STOCKPILE TOPSOIL. 2 PLACE BANK RUN '-RAVEL (LESS TH,'N 57. FINES) PtAk_,ED IN 6" LIFTS AND COMPAk""TED TO 915% DENSITY`. 3. EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE 4. FILL TRENCHES WITH11" WASHED STONE TO HEIGHT OF PIPE INVERTC- PLACE PIPE IN TRENCH, 4Nf.-,, FILL TO 2" OVER T1__)P f --.F PIPE, CAP ENDS OF PIPES. PLACE A 4' WIDE STRIP OF NON-NOVEN FILTER FaBRICCIN TGG 0 F THE ENTIRE LENGTH OF THE SYSTEM), AND E3t-,-.(.-,KFiLL '!T' A H NATIVE MATERIAL. P,EEL? CHFLACETu 1. TOPOGRAPHIC INFORMATION GN THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS, 2. E3ASE I`OR LEVELS, SU MVISI(4d MAP 3. PROPOSED HOUSE 4ND SEPTIC SYSTEM TO BE STAKED 111 THE FIELD BT, A LAND SURVEYOR LICENSEO IN THE STATE ;ICF CONNECTICUT, 4. LOT AREA := 2.52'f ACRES PROVIDE RISERS T 1 121" OF FINISH GRACE SELECT EILLSAT aATINLETANDOUTLEET MATERIAL PLACED WITHIN OR ADJACENT TO PROPOSED LEACHING AREA 4" SHALL BE COMPRISED OF CLEAN SAND AND GRAVEL, FRED OF PROVIDE Ci_' FILTER -; T, J I FIITER ORGANIC MATTER AND OEL.ETERIOIIJS "SUBSTANI'_-ES. FILL SHALL MEETPOLYL%, PL_--2_, THE FOLLOWING SPEC, UNLESS APPROVED BY THE DESIGN ENGINIEER. OUTLET HALT Sia. Ln y$_ SCHEDULE W t WLrT OWLE 4 3" 4" OUTLET BAFFLE LINED W/ 1/8" Pvcj 6-0- GAS DEFLECTOP—j 1TRK000 NOT Thi SCALE 20 QLND IN FEET LOCHDALE DRIVEk F F FIRST FLOOR 1, NO MATERIAL LA ER THAN 3 II`Jr,_`HES, 2. UP TO 45% DRY WEIGHT (GRAVEL PORTION RETA11,1ED ON 44 SIEvE 3, REWEIGH AND RUN SIEVE ANAL Si` , TO FOLLOWING CRITERIA SI L,/_17 LPERCENT PASS 4 10 111) 71, 07 40 O-50% V70-20'10 SEPTIC SYSTEM PLAN PREPARED FOR F TT C"IEVELOPMENT, INC. Loc tA D -P LOT #16 LOCHDALE, ESTATES LOCHDALE DRIVE MONTVILLE,, CONNECTICUT