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Home My WebLink AboutSketch2„ x.25„ x.25" I Lit Q quilt FILTE n. FAunic 12 to 0 1 D LESIDE L'i' S, D F I N Fl LTR,VTOP SECT, 6.75" THE STANDARD INFILTRATOR' No Scale Nr TA L(5r Pte' I nI SF r-•- . c ... `r 'tom 5p2 INDUSTRIAL NETTING, SNOWFENCEORWOVENWIREFENCE2"x2"x48" WOOD POLEL FOR SUPPORT. I TER FABRIC NATIVE SOIL LL I 41-77% 5r - SANITARY ELEVATION DATA -- - GE'' D - O SANITARY INVERT AT FOUNDATION: 509.50 PERTY LINE - I C- 20 44'-4" DIA SCHEDULE 40 ASTM D 1785 OR EQUAL PIPE MIN SLOPE = 1/4" PER FT) •' ' EET LINE - -- D 1250 GALLON TWO COMPARTMENT SEPTIC TANK DING SETBACK. LINE INV. 508.50 IN INV. 508.25 OUT PERCOLATION TEST P10 -C (RECORDED BY GARY WINALSKI ON 517, 02) TING CONTOUR ,/ HOLE DUG TO A 25" DEPTH 40 60'-4" DIA SDR 35 PVC PIPE 12" PRESOAK AT 11:15 AM 11' OSED CONTOUR 12" REFILL AT 1:00 PM 5 MODIFIED HIGH LEVEL OVERFLOW' "D" BOX INV. 507.62 IN TIME READINGTESTPITLOCINV. 507.45 TO INFILTRATOR INV. 507.70 OVERFLO'vV 12:45 11 1/2" TEST LOC- O 15'-4" DIA SDR. 35 PVC PIPE 12:55 13" AND BOUNDARY "' O "D" BOX 1:05 14" INV. 507.07 IN INV. 506.90 OUT 1:15 14 3/4" NG (COMPLIANCE TABLE REQUIRED PROVIDED 43.75' LONG x 12" SIDE x SIDE INFILTRATOR I $ CJ6 1:25 15 1/2" r YARD Sy, ;TBACK 50 60'BOTTOM OF INFILTRATOR ELEV: 5 C 6. - INFILTRATOR INV: 507.4 8 506.90 9 1:35 16 1/4" YARD SETBACK 15' 102' MIN PERC RATE: 13.33 MIN/INCH MODIFIED HIGH LEVEL OVERFLOW " D" BOX NOT TO SCALE E 160V IFF. FF. G, DEEP TEST PIT DATA TP #95 (10-27-88) 0-6" DARK BROWN TOPSOIL 6-75" ORANGE BROWN LOAM WITH SOMI; SALT AND GRAVEL 75-87" TAN MODERATELY COMPACT, COBBLY FINE SAND & GRAVE NO LEDGE, GROUNDWATER @ 46", MOTTLING AT 26" TP #96 (10-27-88) 0-5" DARK BROWN TOPSOIL 5-28" ORANGE BROWN SANDY LOAM WITH GRAVEL 28-85" TAN MODERATELY COMPACTCOBBLY FINE SANDY LOAM AND GRAVEL MOTTLING AT 22", NO LEDGE, GROUNDWATER AT 84" TP #125 (1-8-91) 0-12" TOPSOIL 12-42" LIGHT BROWN FINE SANDY LOAM 42-90" GREY -BROWN MEDIUM -FINE SILTY SAND, TRACE OF GRAVE NO LEDGE, GROUNDWATER AT 36", MOTTLINrTG AT 30" TP #126 (1-8-91) 0-10" TOPSOIL 10-33" LIGHT BROWN FINE SANDY LOAM 33-90" GREY -DROWN MEDIUM -FINE SILTY SAND, TRACE OFGRAVEL NO LEDGE, GROUNDWATER AT 33", MO's TLING AT 26" PERCOLATION TEST DATA P- 10 A 6.0 MINifNeff, 24" DF_FffI(06-2( -91) P- 10B 12.0 MIN/INCH, 24" DEPTH (06-20-91) LOCATING D1M. F S10, S FDN C.C. 1Z.I, I: I FDN CORNER, t)" 13OX0 WI_l"L L LOC' x1S7)KiG IN 1p7 9 5 GENERAL NOTI•: 4 CO..NTINUED 9. PRIOR TO 1-1 IE . JT RT OF CONSTRUCTION TEST HOLES'"W ", "X", "Y> & "Z" ARE TO BEDUGANDW1"1"1,'Sf:D BY THE UNCAS HEALTH DISTRICT.' 10. AFTER FILL. IS Pi.ACF:D AND COMPACTED, IT MUST BE PERC TESTED PRIOR TOINSTALLATIONofTLIESYSTEMBYTHEUNCASHEALTHDISTRICT. 1 BMX INSPECTION OPENING MAt 11-IOLE MANI1G1_E 1 8' 7 --,- 144' INLET 77' 2- INLET BAFFLE MIN. OUTLET FILTER DEVICE LIQUID J. 2/3 REQUIRED DEPTH CAPACITY 1/3 REQUIRED f , CAPAC I iY LENGTH NOT GREAIER THAN 4 TIMES WIDT}-1 OR DEPTH y ,-' I . , , TIC TANKT1Itl1 ` NOTE. CLIJ-J"ITUT kjtjjt (uL. S MD AL_ BAFFLED It,,,: L+:Tivty m,,rttiOL.`S SHALL L3C LOCATE AT A oEPTH NOT GREATER TI1AN 12- BELOW FINAL GF AC)E. APPENDIXNIX B I I g?0%1"1:1 "Is"IC`T.s.t tl. 0 u 1 ro O.C 0 SYSTRI'viS FJ Q 14-3 6 TROIL-13'1' TUB'-TITE` UNITE ? Ct N' T` CL. i'I- i ' Z,A1=11 r, AI0 A300 h'tl A100-1-Ull A 1 Uu-Hill A300-11LP Al b00 -HIP G, DEEP TEST PIT DATA TP #95 (10-27-88) 0-6" DARK BROWN TOPSOIL 6-75" ORANGE BROWN LOAM WITH SOMI; SALT AND GRAVEL 75-87" TAN MODERATELY COMPACT, COBBLY FINE SAND & GRAVE NO LEDGE, GROUNDWATER @ 46", MOTTLING AT 26" TP #96 (10-27-88) 0-5" DARK BROWN TOPSOIL 5-28" ORANGE BROWN SANDY LOAM WITH GRAVEL 28-85" TAN MODERATELY COMPACTCOBBLY FINE SANDY LOAM AND GRAVEL MOTTLING AT 22", NO LEDGE, GROUNDWATER AT 84" TP #125 (1-8-91) 0-12" TOPSOIL 12-42" LIGHT BROWN FINE SANDY LOAM 42-90" GREY -BROWN MEDIUM -FINE SILTY SAND, TRACE OF GRAVE NO LEDGE, GROUNDWATER AT 36", MOTTLINrTG AT 30" TP #126 (1-8-91) 0-10" TOPSOIL 10-33" LIGHT BROWN FINE SANDY LOAM 33-90" GREY -DROWN MEDIUM -FINE SILTY SAND, TRACE OFGRAVEL NO LEDGE, GROUNDWATER AT 33", MO's TLING AT 26" PERCOLATION TEST DATA P- 10 A 6.0 MINifNeff, 24" DF_FffI(06-2( -91) P- 10B 12.0 MIN/INCH, 24" DEPTH (06-20-91) LOCATING D1M. F S10, S FDN C.C. 1Z.I, I: I FDN CORNER, t)" 13OX0 WI_l"L L LOC' x1S7)KiG IN 1p7 9 5 GENERAL NOTI•: 4 CO..NTINUED 9. PRIOR TO 1-1 IE . JT RT OF CONSTRUCTION TEST HOLES'"W ", "X", "Y> & "Z" ARE TO BEDUGANDW1"1"1,'Sf:D BY THE UNCAS HEALTH DISTRICT.' 10. AFTER FILL. IS Pi.ACF:D AND COMPACTED, IT MUST BE PERC TESTED PRIOR TOINSTALLATIONofTLIESYSTEMBYTHEUNCASHEALTHDISTRICT. 1 BMX FROM F1,; I 0F_ WAI L Q, 73' 7 1 8' Ire' 144' t;= 77' GENERAL NOTES I • BOUNDARY INFORMATION, INLAND WETLANDPITDATAANDLOCATIONS, 2' TOPOGRA.pHBOUNDARIES, TEST TAKEN FROM A PLAN ENTITLED "LOCHDALE END BENCHMARK BERNARD BARNETT & HAROLD D. BATT FORS STATES PROPERTY OFJEFFERYMANORDRIVEMONTVILLE, CONN, " YTH ROAD ANDLTOTALTECHNOLOGY. THE B REV C JULY 9, 1992. BOUNDARY IS CERTIFIED CLASS A-2. 2. "SELECT FILL MATERIAL,, WITHIN AND AND "BACKFILL MATERIAL", PLACEDADJACENTTOPROPOSEDLEACHINGAREASSCOMPRISEDOFCLEANSANDANDGRAVELFHALL BEMATERIALSANDDELETERIOUSSUBSTANCESEEFROMORGANIC SHALL MEET THE FOLLOWING REQUIREMENTS FILL MATERIAL APPROVED BY A PROFESSIONAL Q R-F=MENTS UNLESS OTHERWISE LEACHING AREA: ENGINEER FOR USE WITHIN TIIE1 • THE FILL SHALL NOT CONTAIN ANYTHREE (3) NICHES. MATERIAL LARGER T 2• UP TO 45% OF THE DRY WEIGHT OF THE RESAMPLEMAYBERETAINEDONTHE #4 SIEVE REPRESENTATIVE GRAVEL PORTION OF THE SAMPLE. THIS IS TIDE 3. THE MATERIAL THAT PASSES THE 44 SIEVEREWEIGHEDANDTHESIEVEANALYSISSTARTL4• THE RE ED. G SAMPLE SHALL MEET THE FOLLOWINGGRADUATIONCRITERIA: G SIEVE SIZE PERCENT PASSING4100°/° 10 0-100% L #40 0-50% 100 0-20% NOTE: PERCENT PASSING THE 00 0-5% 40 SIEVE CAN BE INCREASED TO -NQGREATERTHAN75% IF THE PERCENT PASSING THE 100 SIEVE DOESNOTEXCEED10% AND THE #200 SIEVE DOES NOT EXCEED 5%. THE RESPONSIBILITY FOR THE PREPARATION OF A LEACHING AREACUTILIZING "SELECT MATERIAL" IS THAT OF THE LITHEINSTALLERSHALLTAKETHENECESSARYSTEPS INSTALLER. UNDERLYING NATURALLY OCCURRING S PS TO PROTECT TOILSFROMOVERCOMPACTIONANDSILTATION ONCEM EXPOSED. 3. AT THE TIME OF THIS DESIGN TI [ERE WERE NO EXISTING WELLSWITHIN75' OF THE PROPOSED SEPTIC SYSTEM AND THEEXISTINGSEPTICSYSTEMSWITHIN75' OF THE PROPOSED WERE NO LOCATION. WELL 4. FOUNDATION DRAINAGE SHALL BE LOCATED NO CLOSE THAN 25FROMTHESEPTICSYSTEM. A RODENT PROOF COVER SHPROVIDEDONTHEFOUNDATIONOUTLETDRAINAT " ALL BE DA'LIGI-IT." 5. THE FOUNDATION AND SEPTIC SYSTEM SI -TALL BE STAKED OUT ANDGRADESESTABLISHEDBYALICENSEDLANDSURVEYOR 6. IF UTILIZATION OF THE RESERVE AIZEA IS EVERREQLTSEWAGEEFFLUENTPUMPEILLBEREQUIRED. IRFFD' A 7 0W'''I RlAPPLr TT1 , OAKDALE, CONN 860) 848-8861 3. ENGINEER: GARY J. `VINALSKI 9 HERI'T'AGE DRIVE STONI NTGTON, CONN. 06378860) 535-2283 SANITARY DESIGN CRITER-IA A. PROPOSED 3 BEDROOM HOME WITH BO100GALLONSINSIZE. DESIGNS* SyJS ROOM. NO TUBS OVLiHOMEEQUIVALENT. STEM FOR 4 BEDROOM B. 1250 GALLON TWO COMPARTMENTCODEANDPROVIDED. SEPTIC T` N'K REQUIRED BY C. DESIGN PERCOLATION RATE: 10.1 TO 20.0 M[N/INCH D. NMMUM LEACHING SYSTEM SPREADH.F - 28 GRADIENT BETWEEN 8.1 &/oo FF = 2.0 RESTRICTION BETWEEN 22. 10 FOUR. BEDROWv, HOME 26" PF = 1.5 I'RECRATE .BETWEEN 10.1 20.0 MIN/INCH MLSS=HFxFFxPF=28 x2.Ox 1.5 =84' E. EFFECTIVE LEACHING AREA REQUIRED PER CODE; 900 SFF. 12" HIGH SIDE x SIDE INFILTRATORS SELECTEDSYSTEMDESIGN FOR LEACHING EFFECTIVE LEACHING AREA PROVIDED PER LF PER CODE: 5.9 SFMINIMUMLENGTHOFSIDExSIDEINFILTRATORSREQUIRED: 900 SF/5.9 SF/LF = 152.5 FG. EFFECTIVE LEACHING AREA PR2ROWS- 87.5' LG x 12" HIGH IDED IDE x SIDE INFILTRATORS2x87.5 x 5.9 SF/LF = 1032.5 SF H. 100% RESERVE AREA REQUIRED AND PRO VIDED REVISION A- PLAN REVISED TO INCORPORATE COMMENTS IN UNCAS HEALTLETTERDATEDAPRIL5, 2002 H DISTRICT PROPOSED ENGINEERED SEPTIC SYSTEM DESIGNLOT10 LOCHDALE DRIVE ROCHDALE ESTATES MONTVILLE, CONN. FEBRUARY 2002