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Home My WebLink AboutPlan2"X2"X48" WOOD POST 0 8' ON CENTER (MIN)---\ INDUSTRIAL NETTING, SNOW FENCE OR WOVEN WIRE FENCE FOR SUPPORT SED11'E' E NOT TO SCALE LEACHING TRENCHES 12' ON CFN_TER---J 0 PROPOSED C APPROVED F 1"SIZE STON APPROVED F IF REQUIRE[ 18"MINIMUM GROUNDWAI OR MOTITLIN LEACHING TRENCH LEGEND AND A% BABREVIATION5 SEED, GRADE EVENT PONDING FABRIC RFORATED PVC HOLES DOWN) nF) r- f- A C' 1 11U 1-1hIDE7E' T IN BOX OR EQUAL 4" PERFORATED PVC INLET FROM LEACHING TRENCH A SET DISTRIBUTION BOX LEVEI ON LAYER OF RUSHED STONE 0 VERFLOW DISTRIBUTION BOX vIMUM TO LEDGE CB# 7 TF 504.70 INV 500.02 S — 5ANITARY PIPE 520-- - EX\15TING CONTOUR PROPOSED CONTOUR 528.5 PROPOSED SPOT CiRADE MORE OR LESS SCLC BITUMINOUS CONCRETE LIP CURB B511T BASEMENT CB CATCH BA51N CIP CAST IRON PIPE 0 -- BOX D15TRIBUTION BOX ELEV ELEVATION FF FINISHED FLOOR FT FEET INV INVERT LF LINEAR FELT MH MANHOLE MIN MINIMUM PROP PROPOSED PVC POLYVINYL CHLORIDE PIPE 5 SLOPE SAN SANITARY 5F SQUARE FEET TF TOP OF FRAME TYP TYPICAL TAN MODERATELY COMPACT FINL SAND" FOAM WITH SOME GRAVEL P- 413 PERCOLATION TE5T FP# 109 DEEP TEST PIT LOCATION AND NUMBER DUE TO DISTOk711ON DURING REPRODUCTION, TH15 PRINT MAY NOT SCALE 1L-_XAC-T1LY, AL -L DIMEN51ON5 SHOWN OVERRULE 5CALINCI. !F THERE ARE ANY DI5CQr-.PANCIE.5, CONTACT rl-_NC41NEER. LOW "Rf-56'Rf 5ANTI-ARY LJNE NO)11 1-0 SCALE CBst6A 15" PVC1,_F 512.53 INV 5013.93 ANMH 415- V) 7FF512.03 INV 5013.71(N) INV 507-30(W) INV 507.00(E-) INV 50B.25(PROP) DEEP TE5T PIT AND PERCOLKEON TE5T Rf-5ULT5 DEEP TEST PIT AND PERCOLATION TES+ RESULTS TEST PITS #83 AND #84 WERE DUG ON 10-125 O8 AND WITNESSED BY WENDY MIS OR CONNIE DINERMAN OF THE UNCHEALTH DISTRICT. TEST PITS #108 AND #109 WERE DUG ON 1 -7--,4' AND WITNESSED BY CONNIE DINERMAN OR RAY ANDREWS OF THE UN,' ' AS HEALTH DISTRICT. 0*1' P- 4A AND P ---4R WERE PERFORMED ON 5- 17--91. TP #83 Zcy, 0 -- 6 DARK BROWN TOPSOIL 6" - 42" ORANGE BROWN EXTREMELY STONY LOAt, 111';''-i SOME GRAVEL 42" - 79" JAN MODERATELY COMPACT STONY FINr S,"N,DY LOAM WITH GRAVEL J NO LEDGE, BOULDERS AT 79", NO GROIN D'!. TER, MOTTLING AT 37" TP #84 0" - 10 DARK BROWN TOPSOIL 10" 23" ORANGE BROWN EXTREMELY STONY SAN[ Y, LOAM WITH GRAVEL 23" 82" TAN MODERATELY COMPACT FINL SAND" FOAM WITH SOME GRAVEL NO LEDGE, NO GROUNDWATER, NO MOT -T'kN", TP #108 PROPO Q) Dq 0" 12" TOPSOIL 12" 40" LIGHT- BROWN FIN[ SANDY LOAM 40" 96" GREY --BROWN SAND AND GRAVF - NO [-EDGEA, GROUNDWATER AT 60", V07 NG T 40"___ TP #109 d 0" -- 12" TOPSOIL 12" 26" LIGHT BROWN FINE SANDY LOAM 26" 85" GREY -BROWN MEDIUM SAND AND GRAVI:_ LD NO LEDGE, GROUNDWATER AT 66", M( r1,'NG AT 33" P --4A PERCOLATION RATE At 26" DEPTH, 8.1 MINUTES/INCH P ---4H 4 PERCOLATION RATE AT 27" DEPTH 4 - MINUTES/INCH DEEP TEST PITS TH #A, TH #B, TH #C AND i#D WERE WITNESSED BY MICHEL J. KIRRY, R.S. '-)N 3- 1 1 96. TH #A o', 8" TOPSOIL 8 35" SUBSOIL 35 72" MEDIUM COMPACT COARSE SAND AI'H LEDGE AT 72", GROUNDWATER AT 6,'--)", )TT' ING AT 35" TH #F3 7" TOPSO111- 2 7" SUBSOIL 27" - 83" MEDIUM COMPACT COARSE SAND WITH NO L F-D'C"F, GROUNDWATER AT 67", M01 A 1 46" TH #C 7" TOPSOIL 7 28" SUBSOIL 28" 28" 98" MEDIUM COMPACT COARSE SAND WilL? NO LEDGE, GROUNDWATER A I 61", NO I'A, _!NG TH #D 0" 6" TOF-ISOI[ 6" 26" SUBSOIL 26" -- 80" MEDIUM COMPACT COARSE SAND WI_IH LEDGE AT 80", GROUNDWATER AT 39", 90? :!-TNG AT 7" 0 CRAPHIC SCALE IN FEET CHECK BEFORE USING) 5ANITARY Df-51GN CRITERIA PROPOSED 4 BEDROOM HOUSE WITH 2 POTENTIAL BEDROOMS IN UNFINISHED CAPE WITH DORMER = 6 BEDROOMS DESIGN PERCOLATION RATE = 1 - 10.0 MINUTES/INCH LEACHING AREA REQUIRED 660 SF + 2 (165) SF = 990 SF EFFECTIVE DESIGN: 2,000 GALLON SEPTIC TANK WITH 3 ROWS OF 110 LF (330 LF TOTAL) OF 18" HIGH, 3' WIDE LEACHING TRENCHES BY SERIAL DISTRIBUTION LEACHING AREA PROVIDED: 3 x 110 LF x 3 SF/LF = 990 SF EFFECTIVE 100% RESERVE AREA PROVIDED MINIMUM LEACHING 5Y5TEM 5PRf-ADL-/-\ ML55) CALCULATION DEPTH TO RESTRICTIVE LAYER = 33" HYDRAULIC GRADIENT = 6.4 ± % HYDRAULIC FACTOR (HF) = 26 FLOW FACTOR (FF) FOR 6 BEDROOMS = 3.0 PERCOLATION RATE = 8.0 MINUTES/INCH PERCOLATION FACTOR (PF) = 1.2 MLSS = (HF) x (FT) x (PF) - 93.6' LEACHING SYSTEM SPREAD PROVIDED = 110' r" S1 ,.,; 17; , E5 1. R7_"..RI_ NCE IS MADE TO THE FOLLOWING: SET: "LOCHDALE ESTATES PROPERTY OF BERNARD BARNETT & HAROLD D. I A-i-i FOR PROPERTY LOCATED AT: FORSYTH ROAD AND JEFFREY MANOR DRIVE CONNE","TICUT JANUARY 1992 JOB NO. 87-4-80" BY TOTAL NOLOGY, REVISED 7/9/92 PR(I"F11- F `LOT LAYOUT - PHASE I LOCHDALE ESTATES PROPERTY OF BERNARD ETT & HAROLD D. BATT FORSYTH ROAD AND JEFFREY MANOR DRIVE MONTVILLE, TICUT" 1"=100' DATE FEBRUARY 1993 BY TOTAL TECHNOLOGY, INC. 1. --10(,!-,'APHY WAS TAKEN BY AERIAL PHOTOGRAMMETRY FROM PLAN REFERENCED IN NOTE II IN THE AREA OF THE PROPOSED SEPTIC SYSTEM INCLUDING THE STONE PILECEP t v WERE FIELD SURVEYED ON 4--15-96 AND INDICATED BY THE 1' CONTOUR INTERVAL, C 21,0(,RAP! 14,F -LOW THE STONE PILE WAS INTERPOLATED. ELEVATIONS BASED ON A, ON EOXY it(. AERTICAL DATUM (NGVD), fIES ARL APPROXIMATE. CONTRACTOR TO VERIFY ALL UTILITIES A Or PRIOR TO CONSTRUCTION. "CONTRACTOR SHALL CONTACTANDE.LE YOU JIG" AT 1--800-922-4455 AT LEAST 721 HOURS PRIOR TO ANY AV Tri 4 ;b IS' LOCATED IN A R-40 ZONE. 5, A I--iOUSE DIMENSIONS, SEE BUILDING PLANS. TION PROCEDURE FOR THE INSTALLATION OF THE NEW SEWAGE f) r'A L`SYS TEM: RJ ALL TOPSOIL, VEGETATION AND ORGANIC MATERIAL IN AREA OF 5 FEET POONDING NEV PRIMARY LEACHING TRENCHES. CE `AND COMPACT- SUITABLE FILL MATERIAL (CLEAN BANK RUN GRAVEL) IN NCH LAYERS IN THE AREA OF THE PRIMARY LEACHING TRENCHES UP TO AT T THIF ELEVATION OF THE TOP OF THE TRENCHES. MUST HAVE A PERCOLATION RATE OF 10.0 MINUTES/INCH OR 7EP TC) BE ACCEPTABLE AFTER PLACEMENT, AND COMPACTION. IF FILL IS CFP_ BLE. IT MUST BE REMOVED AND REPLACED WITH SUITABLE FILL. Lf TEM PER f PLAN. SYS T FM - WITH 121 iNCHES OF LOAM, GRADE TO PREVENT PONDING, AND 1A i, ITH CRASS TO STABILIZE. ,' THE FINAL GRADE 15 FEET FROM THE HANG TRENCHES SHALL BE AT LEAST THE SAME ELEVATION AS TOP OF RESIDE C 11 vF_ LEACHING TRENCH. BLASTING 01 LEDGE IS STRICTLY PROHIBITED IN AREA OF THE NEW S,_ I C S YS TFM. Ti,TSYSTEMINSTALLATION SHALL CONFORM TO THE CURRENT EDITION /REVISION A THt "PUBLIC HEAL-TH CODE OF THE STATE OF CONNECTICUT" BY THE STATE OF A,NNE, IICUT DEPARTMENT OF HEALTH SERVICES. ALL MATERIALS (PIPING, SEPTIC NK, ,-)TONE, FILL) USED FOR THE SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT REVISION OF THE "TECHNICAL STANDARDS FOR THE DESIGN AND CONSTRUCTION URFACF SEWAGE DISPOSAL SYSTEMS". 5. 0r E J HOUSE SEWER SHALL BE CAST IRON PIPE OR APPROVED EQUAL. ALL OTHER 0r _ P) I I THIS SEPTIC SYSTEM SHALL BE 4" PVC AS D3033 OR D3034EFORTM ER COMPRESSION GASKET BELL AND SPIGOT OR APPROVED EQUAL. FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR DVAL FROM THE UNCAS HEALTH DISTRICT AND DESIGN ENGINEER. I ft f0 D- BOX T INV 520.97 IN OC 1995 TOTAL TECHNOLOGY INC. INV 520.80 OUT These drawings are the property of the Engineer and have been specifically prepared for the owner JT 52 of this project, at this site, and are not to be duplicated or used in part or whole for any other511LAOVERFLOWrpurpose, project, location or owner 3' %vDBOX without the expressed written TYP), I,- / I -- consent of the Engineer4zINV522.20 IN J_ i I' ll INV 522.37 OUT LJ t,j C) U C:) ,r 0*1' Zcy, C:> r, 0 z J J` CDm 'D xLr) Ld CC) < C T Z LL_ PROPO Q) Dq z 0 zLi I ft f0 D- BOX T INV 520.97 IN OC 1995 TOTAL TECHNOLOGY INC. INV 520.80 OUT These drawings are the property of the Engineer and have been specifically prepared for the owner JT 52 of this project, at this site, and are not to be duplicated or used in part or whole for any other511LAOVERFLOWrpurpose, project, location or owner 3' %vDBOX without the expressed written TYP), I,- / I -- consent of the Engineer4zINV522.20 IN J_ i I' ll INV 522.37 OUT 141P PROPOSED 4" FOOTING DRAIN z F GRADF TO _ zl DRAIN iw 90 00 CC J Z, C 52-- 41 az 7 CYD PROPO Q) Dq z 0 zLi d z Ld C1, PROP G LD WELL 4 f7i C: 141P PROPOSED 4" FOOTING DRAIN z F GRADF TO _ zl DRAIN iw 90 00 CC J Z, C 52-- 41 az