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HomeMy WebLinkAboutSite PlanIt-0) CO BM -1 REBAR W/CAP 121 TR PJ.0.5'A.G. EL.=407.44 T. H. #1 2" TREE 2" TRE PERC. \\ \ T. H. #5\ 2 s 5.0 kc, / \ w V) Oj a. F. a. r0 412 414 4 O b Axdl Q)Lj QO ciM,rs of FOOTING DRAIN FP z 412 414 PRPO OSE WELL i op0 6 0 FILTER FABRIC - 4' PERFORATED PIPE TOPSOIL SUITABLE FILL Foe 4' a 0- 2w E3'-6& _ KNOCKOUT INLET AND OUTLET OPENINGS RIBS INSID ruv _ CAST CONCRETE COVERS-/ PLAN r-4 x 4 12,6/12.6 GA, WIRE MESH 17 1/2' F6 x 6 6/6 GA, WIRE MESH 4' INLE `..-3• VENT--ii s• vEN- OUTLET LIQUID LEV Un CONTINUOUS HOT 4' OUTLET O0 ASPHALT SEAL BAFFLE Ln LINED WITH a 4' SCHEDULE #4 1/8' PVC INLET BAFFLE 60• GAS v 1 DEFLECTO f 3' 51 CROSS SECTION 1000 GALLON 2 COMPARTMENT SEPTIC TANK NOT TO SCALE 4' PVC ELBOW 2X2 5/8 16 GA, WIRE MESH % r-. a cu T__ a a , 00 a 2'r STANDARD D—BOX W/ELBOW NOT TO SCALE FILTER FABRIC ANGLE 10° UP SLOPEPOSTFORSTABILITYAND SELF CLEANING ETL- SILT LCOMPACTEDa BACKFILL FENCE NOT TO SCALE EROSION AND SEDIMENT CONTROL PLAN: 1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED LOT TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE, DRIVEWAY, AND SEPTIC SYSTEM. 2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED. 3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WITH HAYBALES OR SILT FENCE. 4. ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES. 5. PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE TOWN OF NORWICH SHALL BE NOTIFIED WHIN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAI 'THE INSPECTION CAN OCCUR. TELE. NO. 823-3741 6. THE DEVELOPER WILL BE RESPONSIBLE FOF THE INSTALLATION AND MAINTENANCE OF ALL REQUIRED SEDIM- CONTROL MEASURES THROUGHOUT CONSTRUCTION. 7. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION 1OF CALCIUM CHLORIDE. TEMPORARY VEGATATIVE COVER: MULCHES APPLICATION RATE NOTES PER 1000 S.F. STRAW/HAY 70-90 lbs. FREE FROM WEEDS AND COARSE MATTER WOOD CHIPS '85-275 lbs. , FREE OF COARSE MATTER AIR DRIED, TREAT WITH 12lbs NITROGEN / TON PLANTING SCHEDULE: SEEDING DATES: APRIL 1 ----- - - JUNE 15 AUGUST 1 -------- SEPTEMBER 15 SEED MIXTURE: 45% RED FESCUE 45% KENTUCKY BLUE GRASS 10% PERENNIAL RYE CONSTRUCTION ENTRANCE NOT TO SCALE MI r 2)-2'x2'X3' STAKES EACH BALE I ow WilliIIIm -Ill-1.014 GRAPHIC SCALE IN FEET REVISIONS DESCRIPTION DATE: OCTOBER 24, 1997 SHEET 1 OF 1 TEST HOLE DATA UNCAS HEALTH DISTRICT JANUARY 15, 1997 T.H. # 1 T.H. # 4 0-7" TOPSOIL 0-8" TOPSOIL 7"-21 " SUBSOIL 8"-34" SUBSOIL21 "-64" SANDY/GRAVEL 34"-64" MED. COMP. SAND ROCKS W/ SILTNOWATERNOWATER NO MOTTLING MOTTLING © 34" ROCKS/REFUSAL @ 64" NO LEDGE T. H. 2 T. H. 5 0-10" TOPSOIL 0-8" TOPSOIL 10"-34" SUBSOIL 8"-29" SUBSOIL34"-76" MED. COMP. SILTY 29"-72" COURSE SAND SAND & ROCKS W/ SILT, ROCKS WATER © 49" NO WATER MOTTLING @ 34" MOTTLING © 35" NO LEDGE NO LEDGE T. H. #3 0-9" TOPSOIL 9"-32" SUBSOIL 32"-73" MED. COMP. SAND W/ SILT, ROCKS WATER ® 62" MOTTLING © 32" NO LEDGE MAP REFERENCE- PROPERTY SPLIT OF LAND OWNED BY RUTH N. LEBLANC, WILLIAM B. CONFREY III, AND KATHLEEN M. SMITH; OXOBOXO CROSS ROAD, MONTVILLE, CONNECTICUT; DATE: 1/29/97; SCALE: 1 "=50'; BY: CLA ENGINEERS, INC; NORWICH, CT. DESIGN DATA: PERCOLATION RATE = 5 MIN.//INCH 3 BEDROOM RESIDENCE REQUIRES 495 S.F. OF LEACHING AREA USE 2-84' LONG X 4' WIDE LEACHING TRENCHES EFFECTIVE LEACHING AREA = 504 S.F. USE A 1000 GAL. 2—COMPARTMENT TANK. M.L.S.S. REQUIRED: 20x1.5x1.0 = 30' M.L.S.S. PROVIDED = 84' PREPARE AREA OF PROPOSED SYSTEM AS FOLLOWS• 1. REMOVE AND STOCKPILE TOPSOIL, 2. PLACE BANK RUN GRAVEL (LESS THAN 5% FINES) PLACED IN6" LIFTS AND COMPACTED TO 95% DENSITY. 3. EXCAVATE 4' WIDE TRENCHES AND PREPARE SURFACE, 4. FILL TRENCHES WITH I" WASHED STONE TO HEIGHT OF PIPE INVERTSPLACEPIPEINTRENCH, AND FILL TO 2" OVER TOP OF PIPE. 5. PLACE A 4' WIDE STRIP OF NON -WOVEN FILTER FABRIC ON TOP OFTHEENTIRELENGTHOFTHESYSTEM), AND BACKFILL WITHNATIVEMATERIAL. 6. REPLACE TOPSOIL, SEED, & MULCH. NOTES: i . TOTAL LOT AREA: 178,878± SF., 4.1 1 ± ACRES. 2. TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS. 3. PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT. 4. BASE FOR LEVELS: N.G.V.D. 1929. IEG F. F. FIRST FLOOR ELEV. ELEVATION N/F NOW OR FORMERLY S.F. SQUARE FEET 166 — EXISTING CONTOURS 166 — PROPOSED CONTOURS BUILDING SETBACK LINE TEST HOLE 4 o INVERT ELEVATION SEPTIC SYSTEM PLAN PREPARED FOR CYR CONSTRUCTION LOT #2 OXOBOXO CROSS ROAD MONNILLE, CONNECTICUT AdIEWMIkk . CHANDLER, PALMER S. KINGMAW mArchitecture, Engineering and Surveying110BROADWAYNORWICH, CT 06360 860-889-3397 FAX 860-886-7801