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Home My WebLink AboutPlot PlanC) WN (CONT.) ip5ANNOIQNCRIIER,162'X2"X48" WOOD POST D M5T PIT AND PERCOLATION JE5I _..RsF=5UL25, _UA9Y D L.15 @ 8' ON CENTER (MIN) INDUSTRIAL NETTING, SNOW FENCE C. SUITABLE FILL MUST HAVE A PERCOLATION RATE OF 10.0 MINUTPROPOSED4BEHOU'-A 1 REFERENCE IS MADE TO PLANS TITLED ES/INCH OR 0ORWOVENWIREFENCEFORSUPPORTTESTPITS #9 AND #10 WERE DUG ON 1-27-88 AND FASTER TO BE ACCEPTABLE AFTER PLACEMENT AND COMPACTION. IF FILL IS U C:) DESIGN PERCOLATION RATE 1 0 -- 10 MINUTES/INCH 0 OJWITNESSEDBYSANDYPANDORA, MONTVILLE SANITARIAN. ()N 4 LE A. PLAN SET: "LOCHDALE ESTATES PROPERTY OF BERNARD BARNETT & HAROLD D. BATT UNACCEPTABLE. IT MUST BE REMOVED AND REPLACED WITH SUITABLE FILL. C) 9-91 AND ACHING AREA REQUIRED 660 SF EFFECTIVF < 0 m gin„ TEST PITS #127 AND #128 WERE DUG ON 1 MON WITNESSED BY CONNIE DINERMAN OR RAY ANDREWS DESIGN 1,250 GALLON SEPTIC TANK WITH 2 ROWS OF 110 LF (TOTAL 220 LF) FOR PROPERTY LOCATED AT FORSYTH ROAD AND JEFFREY MANOR DRIVE TVILLE, J OF THE UNCAS HEALTH DISTRICT. OF 18" HIGH, 3' )NIDE LEACHING TRENCHES WITH ENDS CONNECTED CONNECTICUT JANUARY 1992 JOB NO. 87-4-80" BY TOTAL TECHNOLOGY, INC. D. INSTALL SYSTEM PER PLAN. _J Z % I0 FILTER FABRIC P-9 AND P-10 WERE PERFORMED ON 2-9-88, LEACHING AREA PROVIDED. 2 x 110 LF x 3 'FAF = 660 SF EFFECTIVE REVISED TO 7/9/92 P -41A WAS PERFORMED ON 6-20-91 100% RESERVE AREA PROVIDED E. COVER SYSTEM WITH 12 INCHES OF LOAM, GRADE TO PREVENT PONDING, AND B "LOT LAYOUT - PHASE 1 LOCHDALE ESTATES PROPERTY OF BERNARD BARNETT SEED WITH GRASS TO STABILIZE. THE FINAL GRADE 15 FEET FROM THE o< pn Z, L_ HAROLD D. BATT FORSYTH ROAD AND JEFFREY MANOR DRIVE MONTVILLE LEACHING TRENCHES SHALL BE AT LEAST THE SAME ELEVATION AS TOP OF CONNECTICUT" SCALE: 1"=100' FEBRUARY 1993 BY TOTAL TECHNOLOGY, INC. THE RESPECTIVE LEACHING TRENCH. g TP 9 MINIMUM LEACHING 5Y5TEM 5PREAD0" 8" TOPSOIL 2. ELEVATIONS BASED ON NATIONAL GEODETIC VERTICAL DATUM (NGVD). F. THE BLASTING OF LEDGE IS STRICTLY PROHIBITED IN AREA OF THE NEW 8" - 25" DARK YELLOWISH -BROWN FINE SANDY LOAM SEPTIC SYSTEM. 25" - 96" OLIVE -COARSE SAND, COMPACT LICULATION 3. ALL UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL UTILITIES mGREYLOAMYMEDIUM RE S ONTTLINGAT25 -30" 7. SEPTIC SYSTEM INSTALLATION SHALL CONFORM TO THE CURRENT EDITIONVI INOLEDGE, GROUNDWATER AT 55", MO (LOCATION AND ELEVATION) PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CONTACT P'N T E IN"` E NOT TO SCALE LEACHING TRENCHES 12' ON CENTER—1 I PROPOSED ( APPROVED I 1 "SIZE STON APPROVED F IF REQUIRE[ 18"MINIMUM GROUNDWAl OR MOTTLIN LEACHING TRENCH NOT TO SCALE 11pMM1[612A SEED, GRADE 2EVENT PONDING R FABRIC RFORATED PVC HOLES DOWN) VIMUM TO LEDGE 5 SANITARY PIPE 520- - E)(15TINQ CONTOUR PROP05ED CONTOUR ZBUILDINGSETBACK, LINE 5525.5 PROP05ED SPOT GRADE BITUMINOUS CONCRETE UP CUR13 135MT BASEMENT CATCH BASIN CIF CAST IRON PIPE CPP CORRUGATED PLASTIC PIPE D- BOX DISTRIBUTION BOX LLEV ELEVATION FF PIN15HF-0 FLOOR FT FEET INV INVERT MIN MINIMUM MH MANHOLE PtQF PEP_F0QATE0 PROF' PQOPOSED Pvf- POLYVINYL (CHLORIDE PIPE 5L0PIt_ 5A[\4 SANITARY SF SQUARE FEET r: TOP OF FRAME Ti'F TYPICAL 16 A INLAND WETLAND FLAC4 LOCATION AND NUMBER TP E I C, DEEP TEST PIT LOCATION AND NUMBER F 10 PERCOLATION TEST LOCATION AND NUMBf-R. DUE TO DISTORTION DURING REPRODUCTION, THIS PRINT MAY NOT SCALE EXACTLY. ALL DIMENSIONS SHOWN OVI 'RULE SCALING. IF THERE ARE ANY 0150REPANCIE5, CONTACT ENGINEER. Mims O" - 8" TOPSOIL 8. - 36" DARK YELLOWISH -BROWN FINE SANDY LOAM, STONES 36" - 90 OLIVE -GREY LOAMY MEDIUM SAND, COMPACT NO LEDGE, GROUNDWATER AT 60", MOTTLING AT 30" TP_#1 27 0" - 10" TOPSOIL 10" - 36" LIGHT BROWN FINE SANDY LOAM 36" - 84" GREY -BROWN FIRM MEDIUM -FINE SAND, TRACE OF GRAVEL LEDGE, GROUNDWATER AT 36", MOTTLING AT 30" TP_#1 28 0. - 10" TOPSOIL 10" - 36" LIGHT BROWN FINE SANDY LOAM 36" - 74" GREY -BROWN MEDIUM -FINE SAND, TRACE OF GRAVEL NO LEDGE, GROUNDWATER AT 36", MOTTLING AT 30" P-9 PERCOLATION RATE AT 26" DEPTH = 10.0 MINUTES/INCH P-10 PERCOLATION RATE AT 28" DEPTH = 10.0 MINUTES/INCH P -41A PERCOLATION RATE AT 26" DEPTH = 6.0 MINUTES/INCH DEPTH TO RESTRICTIVE LAYER = 25" " CALL BEFORE YOU DIG' AT 1-800-922-4455 AT LEAST 72 HOURS PRIOR TO ANY OF THE "PUBLIC HEALTH CODE OF THE STATE OF CONNECTICUT BY THE STATE OF EXCAVATION. CONNECTICUT DEPARTMENT OF HEALTH SERVICES. ALL MATERIALS (PIPING, SEPTIC ISMAHYDRAULICGRADIENT5± % TANK, STONE, FILL) USED FOR THE SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT A4mr, 21" HYDRAULIC FACTOR (HF) 34 EDI4. THIS SITE IS LOCATED IN A R-40 ZONE. TION/REVISION OF THE "TECHNICAL STANDARDS FOR THE DESIGN AND CONSTRUCTION FLOW FACTOR (FF) FOR 4 BEDROOMS = 2.0 OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS". PERCOLATION RATE 10.0 MINUTES/INCH 5. FOR EXACT HOUSE DIMENSIONS, SEE BUILDING PLANS, PERCOLATION FACTOR (PF) = 1.2 8. PROPOSED HOUSE SEWER SHALL BE CAST IRON PIPE OR APPROVED EQUAL. ALL OTHER kMLSS = (HF) x (FF) x (PF) 6. SITE PREPARATION PROCEDURE FOR THE INSTALLATION OF THE NEW SEWAGE81,6' SEWER PIPE FOR THIS SEPTIC SYSTEM SHALL BE 4" PVC ASTM D3033 OR D3034 LEACHING SYSTEM SPREAD PROVIDED 110' DISPOSAL SYSTEM: WITH RUBBER COMPRESSION GASKET BELL AND SPIGOT OR APPROVED EQUAL. A. STRIP ALL TOPSOIL, VEGETATION AND ORGANIC MATERIAL IN AREA OF 5 FEET 9. NO DEVIATION FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR SURROUNDING NEW PRIMARY LEACHING TRENCHES. APPROVAL FROM THE UNCAS HEALTH DISTRICT AND DESIGN ENGINEER. 3, E wr 4B. PLACE AND COMPACT SUITABLE FILL MATERIAL (CLEAN BANK RUN GRAVEL) IN 10. TOPOGRAPHY TAKEN FROM PLANS REFERENCED IN NOTE #1.A.I W121kklikK 12 INCH LAYERS IN THE AREA OF THE PRIMARY LEACHING TRENCHES UP TO AT rv) LEAST THE ELEVATION OF THE TOP OF THE TRENCHES. 2'_1 C-) T75Tef-tT H A LO CHnAlL -- -=` ____ ____ /- FUT1jk)F ----- rCk ----- l 5TOem PIPE5FUTU91t 5— ce TF 517-25 FLIT(Jk) INV 513.01(W) INV 512-20(5) MH—, FUTUkt C8 INV 512.00(f-) TF 517,255ANPIPE INV 513.41(5) INV 513.3 1 (t) CPP iPHA5FFLITUeF'_ STPEET LJNr F-u-Tu9t SCLC PHA5E 163 520 2CiZ0 ao 5t; mmomw GRAPHIC 5CALE IN FEET CHF -CL WORt U51NQ) Gn 0 , 1\ 1 C DESERVE "? vow 110 TP#9TP* 127 PDOU+P-4IA+ VC o Nl\ 11 114v 1521.17 OUT t INV 521.00 C') BENCt 5PIrE INS014D 4 f-LEVATIOISOLID 'PIRO? PVCC F (OFFo1PCPAIA 1995 TOTAL TECHNOLOGY INC. These drawings are the property of the Engineer 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 the Engineer. OF Z_ I TH115 MAP 15 COMPILED FROM OTHER MAP5, DEED DIMEN51ON5 ND OTHER 5OU9.Ct-5 OF IN FORMATION, NOT TO BE CON5TRUED AN ACCURATE 5URVEY AND 5UBJECT TO FINAL CHANQE5 JOB NO, 87-4-80.3 k5 A MORE ACCURATE 5URVEY MAY DI5CL05F_. LO z) Z d z z LD r414 E-4 FZ4 W E c, z 0 OF Z_ I TH115 MAP 15 COMPILED FROM OTHER MAP5, DEED DIMEN51ON5 ND OTHER 5OU9.Ct-5 OF IN FORMATION, NOT TO BE CON5TRUED AN ACCURATE 5URVEY AND 5UBJECT TO FINAL CHANQE5 JOB NO, 87-4-80.3 k5 A MORE ACCURATE 5URVEY MAY DI5CL05F_.