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HomeMy WebLinkAboutPlot PlanNORTH f FOUNDATION: 92.00 GRADE GENERAL NOTE PROPOSED CONTOUR -- 1. BOUNDARY INFORMATION TAKEN FROM A PLAN ENTITLED "RIVER RUN" SUBDIVISION PLAN OF THE --r---- a MEREDITH PROPERTY KITEMAUG ROAD UNCASVILLE, CONNECTICUT DATE: SEPTEMBER 1976 SCALE ;" = 100' Itl (BK5 PG 66 FILE NO 571 IN THE TOWN LAND RECORDS) WAYNE MORSE, LS. r - 2. THE DEEP TEST PIT DATA AND PERCOLATION TEST DATA WERE WITNESSED AND RECORDED BY INSTALL TOP OF STONE TO� _ �``` UNCAS HEALTH DISTRICT ON MARCH 3, 1998. 6 BELOW VIRGIN GROUND 84.00 4� 58'-4" DIA SDR 35 PVC r- 3. THIS LOT WAS TOPOED IN THE AREA OF THE HOUSE, DRIVEWAY AND SEPTIC SYSTEM AND A BENCFi"AARK 0 _ - c 4 F1L� Q PWO'(7; SET BY JEROME DEMPSEY ON MARCH 3, 1998. J/210 S T "E ^ �� 4. AT THE TIME OF THIS DESIGN THERE WERE NO EXISTING WELLS WITHIN 75' OF THE PROPOSED S[_ P I -IC _ D SYSTEM AND THERE WERE NO EXISTING SEPTIC SYSTEMS WITHIN 75' OF THE PROPOSED WELL LOCA; ION. © 9 5. FILL PLACED WITHIN 10' OF THE PRIMARY LEACHING SYSTEM SHALL BE CLEAN SELECT FILL SUITABL m FOR 0 '; +L., P 4L Y SHEET F T SEPTIC SYSTEM INSTALLATION. FILL SHALL BE FREE OF ORGANIC MATERIAL AND SHALL HAVE LESS TF- -�N 5% ,11(1 DOWN 3 L OP E 61 D ,f FINES PASSING THE #200 SIEVE. TOPSOIL IN THIS AREA SHALL BE STRIPPED AND REPLACED WITH TI fl: 7O MODIFIED HIGH LEVEL INV. 80.80 MATERIAL. OCr � p MOTTI.ING AT 40" Wet 3" Bare 1'0"-1'6" �„ Tin 6. THE FOUNDATION OUTLET DRAIN AND THE CURTAIN DRAIN OUTLET PIPE SHALL MEET TABLE 2-C OF THE 6" PERF .PIPE 4 CODE. A RODENT PROOF COVER SHALL BE PLACED AT THE FOUNDATION OUTLET DRAIN AND CURTAI11 (H 0 L E 5 D O W N) DRAIN OUTLET AT "DAY LIGHT." C1 - OUT LEACHING TRENCH ELEV:82.10 ((0) n _ 7. PER THE APPLICANT, BROM BUILDERS, THE FOUNDATION AND SEPTIC SYSTEM WILL BE STAKED CUT q HORIZONTALLY AND VERTICALLY BY A LICENSED LAND SURVEYOR. trt 0 80.80 11 . 8. OWNER: RICHARD S. & MARY ANN E. DONNELL . 9 ,� ' 8 WHITE PINE ROAD Rubber compression gask.eted couplings, 1larco Mfg.,ASTM D3139 or equal* LEDYARD, CT. 06339 o t 4 C` ` jjjjj (860) 536-0527 FROM BENCHMARK 137' NAIL CMEROM PT ON PROP 171' 9. APPLICANT: GREGORY HANNER, BROM BUILDERS FOUNDATION CORNER B 207 WEST TOWN STREET NORWICH, CT. 06360 proper two step PVC solvent solution ' (860) 889-7106 DRAIN DETAIL.- 10. ENGINEER: GARY J. WINALSKI -CURTAIN _ 9 HERITAGE DRIVE NOT TO e C A L E STONINGTON, CT. 06378 5 (860) 535-2283 SANITARY ELEVATION DATA (D SANITARY INVERT AT FOUNDATION: 92.00 EXISTING CONTOUR", -- PROPOSED CONTOUR -- Q 40'-4" DIA SCHEDULE (MIN SLOPE = 1/4" PER 40 ASTM D1785 OR EQUAL FT) PIPE PERC TEST LOC Rubber compression gaskets 3� 1250 GALLON TWO COMPARTMENT INV. 84.25 INV. SEPTIC IN TANK TOPSOIL pipes within 25 ft of a subsurface 84.00 4� 58'-4" DIA SDR 35 PVC OUT PIPE 3-94" sewage disposal system 5Q MODIFIED HIGH LEVEL INV. 82.60 OVERFLOW "D" BOX IN & TO TRENCH Extra strengi I'VC pressure water pipe' Rubber compression gaskets INV. 82.85 6 8 12'-4" DIA SDR 35 PVC OVERFLOW PIPE AWWA C-90 75-100 psi NO WATER DESIGN PERCOLATION RATE: 1.0 TO 10.0 MIN/INCH 7O MODIFIED HIGH LEVEL INV. 80.80 OVERFLOW "D" BOX IN & TO TRENCH D. MOTTI.ING AT 40" Wet 3" Bare 1'0"-1'6" �„ Tin INV. 81.05 "D" BOX INV. 79.17 OVERFLOW IN HF= 24 GRADIENT BETWEEN 10.1 & 15.0% INV. 79.00 10 O 75' LONG x 48" WIDE STONE 2 BOTTOM OF TRENCH OUT LEACHING TRENCH ELEV:82.10 ((0) 80.30 78.50 2 PIPE FLOW LINE: 82.60] 80.80 11 79.00 PF= 1.2 PERC RATE BETWEEN 26.1 & 30" LOCATING DIMENSIO.N.S PVC SiedLV 40 :1S I n1 I) 1785 pressure water pipe Rubber compression gask.eted couplings, 1larco Mfg.,ASTM D3139 or equal* *Use 0'3" -wide approved stainless steel banded couplings on PVC Schedule 40 CApacity FOUNDATION CORNER FROM BENCHMARK 137' NAIL CMEROM PT ON PROP 171' LINED FOUNDATION CORNER B 153' 169'+ proper two step PVC solvent solution ' SEPTIC NK INLET 141' 129' SYSTEM DESIGN "D" BO 150' 101 "D" BO 9 177' TEST HOLE #105 117' WELL LOC 60' 0-7' 107' CURTAIN DRAIN tom/ �c SUBSOIL 7-22" SUBSOIL 3 x 75'x 3 SF/LF = 6753F INV. COMP SILTY SAND 22-60" COMP SILTY SAND 95.00 LEDGE AT 46" COMPLIANCE TABLE R4Q ZONE'_ LEDGE AT 60" 91.00 WATER AT 30" WATEII AT 57' NOTE: CLEANOUT MANHOLES AND ALL LEGS PROPERTY LINE STREET LINE BUILDING SETBACK LINE �--- EXISTING CONTOUR", -- PROPOSED CONTOUR -- Cast iron huless pipe ASTM A 74 DEEP TEST PIT LOC O"- ring gaskets not acceptable if used within 25 ft. of watercourse. Pipe must be properly bedded in accordance with manufacturer's specifications, laid in a straight line on a uniform grade PERC TEST LOC Rubber compression gaskets BLU PRINTS UNL 75503 317 FENCE__OECTION TABLE 2-C ACCEPTED SEWER PIPE FOR USE VtITIIIN 25 FEET OF WATERCOURSE AND DRAINS OR CLEAN WATER DRAIN WITHIN 25 FELT OF SEWAGE DISPOSAL SYSTEMS USE ITE DF.S'CItIPTION ACCEPTABLE JOINT REMARKS PRIVATE building sewer, house sewer or effluent distribution line within 25 ht, of any open watercourse, surface or groundwater drain, cellar, footing or foundation drain. and Cast iron huless pipe ASTM A 74 Cast iron split sleeve bolted connector with rubber gasket MG coupling or 3"- wide, heavy duty stainless steel banded coupling with rubber gasket; Clamp -All ANACO SD 4000 or equal O"- ring gaskets not acceptable if used within 25 ft. of watercourse. Pipe must be properly bedded in accordance with manufacturer's specifications, laid in a straight line on a uniform grade Cast iron bel and spigot AS IM A 74 Rubber compression gaskets ground and surface water drainage :1! 0-3" TOPSOIL pipes within 25 ft of a subsurface ;Ductile irotANS1 A21.51 Rubber compression gaskets " 3-94" sewage disposal system 30-50" FULL OF WATER Extra strengi I'VC pressure water pipe' Rubber compression gaskets LEDGE AT 50" AWWA C-90 75-100 psi NO WATER DESIGN PERCOLATION RATE: 1.0 TO 10.0 MIN/INCH Reinforced Concrete Sewer Pipe ASTM Rubber compression gaskets D. MOTTI.ING AT 40" Wet 3" Bare 1'0"-1'6" �„ Tin C76-94 NO MOTTLING HF= 24 GRADIENT BETWEEN 10.1 & 15.0% Reinforced oncrete ++,ater pipe, steel RESTRICTION BETWEEN 26.1 & 30" TEST HOLE #103 cylinder typ( AWWA C-300 or AWWA Rubber compression gaskets 0-6" TOPSOIL C -30I TOPSOIL PF= 1.2 PERC RATE BETWEEN 26.1 & 30" 6-20" PVC SiedLV 40 :1S I n1 I) 1785 pressure water pipe Rubber compression gask.eted couplings, 1larco Mfg.,ASTM D3139 or equal* *Use 0'3" -wide approved stainless steel banded couplings on PVC Schedule 40 CApacity PVC ASTM) 2241, SDR 26 OR Solvent weld couplings/fittings using proper two step PVC solvent solution procedure ASTM D 1785 is acceptable ABS Schedule 40 is not acceptable FINE SAND PVC \STM) 3034, SD1: 35 PVC ASTM "789 PVC ASPM' 679 Rubber compression gaskets OR Solvent weld couplings/fittings using Joint must meet ASTM D 3212-76 specifications. Stone bedding is not allowed NO LEDGE proper two step PVC solvent solution ' 48" WIDE x 12" HIGH STONE LE,kCHING TRENCHES SELECTED FOR LEACHING NO WATER procedure SYSTEM DESIGN EACHING TRENCH SECTION yr3 -1ripsniz-- b Lj 4 d0 d d a lea L� iIEN FILTER FABRIC SHALL BE PLACED OVER ALL TILLING. MINIMUM AVERAGE ROLL VALUES FOR .50Z/YD2(PER ASTM D--3776), A PERMITTIVITY OF A D-4491) AND A TRAPEZOID TEAR OF 15LBS SANITARY DU'P-TEST PIT DATA TEST HOLE #100 Inspection Opening le TEST HOLE #101 A. PROPOSED FOUR BEDROOM !°TOME WITH FULL BASEMENT. NO TUBS GREATER 0-10" TOPSOIL 0-3" TOPSOIL 10-30" SILTY LOAM 3-94" COAR', E SAND & GRAVEL 30-50" FULL OF WATER NO LE[)GE LEDGE AT 50" NO WATER DESIGN PERCOLATION RATE: 1.0 TO 10.0 MIN/INCH WATER AT 30" D. MOTTI.ING AT 40" Wet 3" Bare 1'0"-1'6" �„ Tin Ba81s NO MOTTLING HF= 24 GRADIENT BETWEEN 10.1 & 15.0% TEST HOLE #102 RESTRICTION BETWEEN 26.1 & 30" TEST HOLE #103 Deflector 0-6" TOPSOIL 0-9" TOPSOIL PF= 1.2 PERC RATE BETWEEN 26.1 & 30" 6-20" SUBSOIL 9-79" COARSE SAND & GRAVEL CApacity 20-93" FINE SAND WITH SILT 79-101" FINE SAND 1/3 Required E. NO LEDGE NO LEDGE F. 48" WIDE x 12" HIGH STONE LE,kCHING TRENCHES SELECTED FOR LEACHING NO WATER NO W/,TER SYSTEM DESIGN NO MOTTLING NO MOTTLING TEST HOLE #104 TEST HOLE #105 0-8" TOPSOIL 0-7' TOPSOIL 8-28" SUBSOIL 7-22" SUBSOIL 3 x 75'x 3 SF/LF = 6753F 28-46" COMP SILTY SAND 22-60" COMP SILTY SAND LEDGE AT 46" COMPLIANCE TABLE R4Q ZONE'_ LEDGE AT 60" PROVIDED WATER AT 30" WATEII AT 57' NOTE: CLEANOUT MANHOLES AND ALL BAFFLED MOTTLING AT 28" MOTTLING AT 28" BE LOCATED TEST HOLE #106 SETBACK 20' TEST HOLE #107 12" BELOW REAR YARD SETBACK 50' 276' 0-8" TOPSOIL 0-7' TOPSOIL 8-36' SUBSOIL 7-20" SUBSOIL 36-80" COMP SILTY SAND 20-39" COM SILTY SAND NO LEDGE LEDGE AT 39" WATER AT 32" WATEiI AT 23" MOTTLING AT 32" MOTTLING AT 20" r TEST HOLE #108 TEST HOLE #109 09" TOPSOIL 0-2" TOPSOIL �)It / Y ER 9-24" 24-78" SUBSOIL COMP SILTY SAND 2-24" 24-66" SUBSf.`IL COM SILTY SAND NO LEDGE LEDGE AT 66" WATER AT 24' WATEF; AT 22" MOTTLING AT 22" MOTTLING AT 21" TEST HOLE #110 8-29" SILTY LOAM 29-59' MED SAND 59-75" MED COMP SILTY SAND NO LEDGE WATER AT 59" NO MOTTLING EACHING TRENCH SECTION yr3 -1ripsniz-- b Lj 4 d0 d d a lea L� iIEN FILTER FABRIC SHALL BE PLACED OVER ALL TILLING. MINIMUM AVERAGE ROLL VALUES FOR .50Z/YD2(PER ASTM D--3776), A PERMITTIVITY OF A D-4491) AND A TRAPEZOID TEAR OF 15LBS SANITARY DESIGN CRITERIA Inspection Opening le his Opening A. PROPOSED FOUR BEDROOM !°TOME WITH FULL BASEMENT. NO TUBS GREATER THAN 100 GALLONS IN SIZE; B. 1250 GALLON TWO COMPART"ENT SEPTIC TANK REQUIRED BY CODE AND PROVIDED. Ise _ 6'lin 8" C. DESIGN PERCOLATION RATE: 1.0 TO 10.0 MIN/INCH Outlet D. MINIMUM LEACHING SYSTEM ; PREAD Wet 3" Bare 1'0"-1'6" �„ Tin Ba81s HF= 24 GRADIENT BETWEEN 10.1 & 15.0% RESTRICTION BETWEEN 26.1 & 30" Li d I�d-Depth Deflector FF= 2.0 FOUR BEDROOM HOME Depth Connection PF= 1.2 PERC RATE BETWEEN 26.1 & 30" 2I3 Requi MLSS= HF x FF x PF= 24 x 2.0 x 1.2=57.6' CApacity 1/3 Required E. EFFECTIVE LEACHING AREA R;=QUIRED PER CODE: 660 SF capacity F. 48" WIDE x 12" HIGH STONE LE,kCHING TRENCHES SELECTED FOR LEACHING SYSTEM DESIGN EFFECTIVE LEACHING AREA PROVIDED PER LF PER (:ODE: 3 SF MINIMUM LENGTH OF LEACHING TRENCH REQUIRED: 660 SF/3 SF/LF= 220' G. EFFECTIVE- LEACHING AREA PROVIDED: 4 TinxS Width or Depth 3-75' LG TRENCHES 3 x 75'x 3 SF/LF = 6753F H. 100% RESERVE AREA REQUIRED AND PROVIDED ZONING COMPLIANCE TABLE R4Q ZONE'_ FIGURE G NO. 4 TYPICAL SEPTIC TANK PROVIDED FRONT YARD SETBACK 50' S5' NOTE: CLEANOUT MANHOLES AND ALL BAFFLED INSPECTION mANHOLES SHALL BE LOCATED SIDE YARD SETBACK 20' AT A DEPTH NOT GREATER THAN 12" BELOW REAR YARD SETBACK 50' 276' FINAL GRADE PERCOLATION TEST HOLE DUG TO A 23" DEPTH TIME READING 1 HR PRESOAK 0 9" 10 12" MIN PERC RATE: 10.0 MIN/INCH 20 13 7/8" 30 15 3/4" 40 171/2" 50 19" 60 20" !fit L� 54os A M)IJ DF Ib (36Y -rP 105 d d ¢ � -� ( Tp 74 103 SECT "A -A" T PROPOSED ENGINEERED SEPTIC SYSTEM DESIGN PLOT PLAN 365 KITEMAUG ROAD UNCASVILLE, CONNECTICUT SCALE: V = 30' MARCH 1998 98-3-14 MADE IN U.S.A.