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HomeMy WebLinkAboutPlan2x2 5/8 16 GA, 4" PVC ELBOW WIRE MESH 1-1/2" x _ I ft / A 0 �. e 2" 2 STANDARD D --BOX WITH ELBOW NOT TO SCALE 4" TOPSOIL Sa FILTER FABRIC SUITABLE FILL 00 2" _ s 4" PERFORATEDitz ceo `j PIPE _T Cv z R 0 `8 APPROVED AGGREGATE T�ro A `E� 4' ! - TRENCH _ CROSS SECTION NOT TO SCALE FILTER �8.-6.. KNOCKOUT INLET & FABRIC ANGLE 10" UP SLOPE 0 FOR STABILITY AND I SELF CLEANING POST 1 + N goo O 0 1 Q N t".' 0 COMPACTED \\��\\\\\/� N o BACKFILL w cn SILT FENCE NOT TO SCALE CAST CONCRETE COVERS—J PLA 40 12.6/12.6 GA. WIRE MESH 6x6 6/6 GA. 24" WIRE MESH INLET _ 3" VENT -- e 3" VENT LIQUID LEVEL x � U) 00 CONTINUOUS HOT I ASPHALT SEAL Ln It 4" SCHEDULE #40 INLET BAFFLE ' lI� ..L 4"-------5'-8" --i 4" OUTLET BAFFLE LINED W/ 1/8" PVC 7 60' GAS DEFLECTOR CROSS SECTION 1000 GALLON 2 COMPARTMENT SEPTIC TAN K NOT TO SCALE c LANCE 10000 �4p PROVIDE RISERS TO WITHIN 12" OF FINISH GRADE AT INLET AND OUTLET „ PROVIDE 4 OUTLET FILTER POLYLOK OUTLET PL -122 in I -_i [--3" 30 15 0 30 GRAPHIC SCALE IN FEET 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 TOPSOII_ 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 MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION CAN OCCUR. 6.) THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. 7.) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. TEMPORARY VEGETATIVE COVER ,PLANTING SCHEDULE MULCHES APPLICATION RATE NOTES SEEDING DATES: PER 1000 S. F. APRIL 1 — JUNE 15 AUGUST 1 — SEPTEMBER 15 STRAW/HAY 70-90 lbs. FREE FROM WEEDS AND COARSE MATTER SEED MIXTURE: WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER 45% RED FESCUE AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS 12lbs NITROGEN / TON 10% PERENNIAL RYE TESTHOLE DATA PER MAP REFERENCE—PERFORMED 05/28/97 AND 05/29/97 TESTHOLE #1 0"-8" TOPSOI'_ 8"-24" SUBSOIL 24"-91" MOTTLED SANDY TILL MOTTLING © 24", WATER 0 44", NO LEDGE TESTHOLE #2 0"-7" TOPSOII_ 7"-25" SUBSOI- 25"-85" MOTTLE) SANDY TILL MOTTLING 0 25", WATER 0 48", NO LEDGE TESTHOLE X101 0"-10" TOPSOIL. 10"-40" SUBSOIL 40"-84" SANDY TILL MOTTLING @ 40", NO WATER, NO LEDGE TESTHOLE # 102 0"-1 1 " TOPSOIL. 11 "-27" SUBSOIL. 27"-83" SANDY TILL MOTTLING 0 27", NO WATER, NO LEDGE PERCOLATION RAPE PER MAP REFERENCE—PERFORMED 05/28/97 AND 05/29/97 DEPTH — 31" PRESOAK 0 9:35 12:40 — 7Y" 12:50 — 12" 1:00 — 17" 1:10 — 19Y" 1:20 - 21Y" 1:30 — 22Y" 1:40 — 23Y" PERC = 10 MINUTES / INCH MAP REFERENCE SUBDIVISION PLAN STONY BROOK ACRES PREPARED FOR WILLIAM M. HRACYK AND ANNE M. DANIEWICZ SALEM TURNPIKE (RTE #82), CHERRY LANE AND NOBLE HILL ROAD MONTVILLE, CONNECTICUT. DATED APRIL 24, 1997, REVISED THROUGH 08/11/98 SCALE 1-=50', SHEET 2 OF 7. BY CHANDLER, PALMER AND KING. OESIGN- PERCOLATION RATE = 10 MINUTES/INCH 3 BEDROOM RESIDENCE REQUIRES 495 SF OF LEACHING AREA PROVIDE 2 — 83' (48" WIDE) TRENCHES EFFECTIVE LEACHING AREA = 498 SF PROVIDE A 1000 GALLON 2—COMPARTMENT TANK M.L.S.S. REQUIREC! = 28(HF) x 1.5(FF) x 1.2(PF) = 50.4 LF M.L.S.S. PROVIDE[ = 83 LF PREPARE AREA 01' PROPOSED SYSTEM AS FOLLOWS 1.) REMOVE AND STOCKPILE TOPSOIL. 2,) PLACE SELEC` FILL AS REQUIRED. 3.) EXCAVATE 4' 'WIDE TRENCHES AND PREPARE SURFACE, 4.) FILL TRENCHES WITH 1" WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE PIPE IN TRENCH, AND FILL. TO 2" OVER TOP OF PIPE. 5.) CAP ENDS OF PIPES. 6.) PLACE A 4' WIDE STRIP OF NON—WOVEN FILTER FABRIC ON TOP OF THE ENTIRE LENGTH OF THE SYSTEM, AND BACKFILL WITH NATIVE MATERIAL. 7.) REPLACE TOPSOIL, SEED & MULCH. NOTES 1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS, 2.) BASE FOR LEVELS: SUBDIVISION MAP. 3.) PROPOSED HGUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT. 4.) LOT AREA = 4.39f ACRES 5.) BENCHMARK TD BE SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION. SELECT FILL MATE31� "SELECT FILL MATERIAL" AND "SELECT BACKFILL MATERIAL", PLACED WITHIN AND ADJACENT TO PROPOSED LEACHING AREAS SHALL BE COMPRISED OF CLEAN SAND, OR SAND AND GRAVEL, FREE FROM ORGAMC MATTER AND FOREIGN SUBSTANCES. THE SELECT FILL MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY A PROFESSIONAL ENGINEER FOR USE WITHIN THE LEACHING AREA: 1. THE SELECT FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THE 3" SIEVE. 2, UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED ON THE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). 3. THE MATERIAL `HAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE ANALYSIS STARTED. 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: SIEVE SIZE PERCENT PASSING #4 100% #10 70%-100% #40 10%-50% (SEE NOTE BELOW) #100 0%-20% #200 0%-5% NOTE: PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%. ''HE RESPONSIBILITY FOR THE PREPARATION OF THE LEACHING AREA UTILIZING "SELECT MATERIAL" IS THAT OF THE LICENSED INSTALLER, THE INSTALLER SHALL TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING SOILS FROM OVERCOMPACTION AND SILTATION ONCE EXPOSED. LJ� P4 cd 0 w x W i.. N 0 N 00 0)00 N , 00( c0 00 00 00 00 c 0 LL s IL v N U w � r� 0 U E �8 U Cj) o .o O Z (D c� c woU W 0 , bA I� W bA O u a� .� A im. vi �8.-6.. KNOCKOUT INLET & OUTLET OPENINGS 0 CL RIBS INSIDE 4, 0a i + N + O CAST CONCRETE COVERS—J PLA 40 12.6/12.6 GA. WIRE MESH 6x6 6/6 GA. 24" WIRE MESH INLET _ 3" VENT -- e 3" VENT LIQUID LEVEL x � U) 00 CONTINUOUS HOT I ASPHALT SEAL Ln It 4" SCHEDULE #40 INLET BAFFLE ' lI� ..L 4"-------5'-8" --i 4" OUTLET BAFFLE LINED W/ 1/8" PVC 7 60' GAS DEFLECTOR CROSS SECTION 1000 GALLON 2 COMPARTMENT SEPTIC TAN K NOT TO SCALE c LANCE 10000 �4p PROVIDE RISERS TO WITHIN 12" OF FINISH GRADE AT INLET AND OUTLET „ PROVIDE 4 OUTLET FILTER POLYLOK OUTLET PL -122 in I -_i [--3" 30 15 0 30 GRAPHIC SCALE IN FEET 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 TOPSOII_ 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 MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION CAN OCCUR. 6.) THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL MEASURES THROUGHOUT CONSTRUCTION. 7.) DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. TEMPORARY VEGETATIVE COVER ,PLANTING SCHEDULE MULCHES APPLICATION RATE NOTES SEEDING DATES: PER 1000 S. F. APRIL 1 — JUNE 15 AUGUST 1 — SEPTEMBER 15 STRAW/HAY 70-90 lbs. FREE FROM WEEDS AND COARSE MATTER SEED MIXTURE: WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER 45% RED FESCUE AIR DRIED, TREAT WITH 45% KENTUCKY BLUE GRASS 12lbs NITROGEN / TON 10% PERENNIAL RYE TESTHOLE DATA PER MAP REFERENCE—PERFORMED 05/28/97 AND 05/29/97 TESTHOLE #1 0"-8" TOPSOI'_ 8"-24" SUBSOIL 24"-91" MOTTLED SANDY TILL MOTTLING © 24", WATER 0 44", NO LEDGE TESTHOLE #2 0"-7" TOPSOII_ 7"-25" SUBSOI- 25"-85" MOTTLE) SANDY TILL MOTTLING 0 25", WATER 0 48", NO LEDGE TESTHOLE X101 0"-10" TOPSOIL. 10"-40" SUBSOIL 40"-84" SANDY TILL MOTTLING @ 40", NO WATER, NO LEDGE TESTHOLE # 102 0"-1 1 " TOPSOIL. 11 "-27" SUBSOIL. 27"-83" SANDY TILL MOTTLING 0 27", NO WATER, NO LEDGE PERCOLATION RAPE PER MAP REFERENCE—PERFORMED 05/28/97 AND 05/29/97 DEPTH — 31" PRESOAK 0 9:35 12:40 — 7Y" 12:50 — 12" 1:00 — 17" 1:10 — 19Y" 1:20 - 21Y" 1:30 — 22Y" 1:40 — 23Y" PERC = 10 MINUTES / INCH MAP REFERENCE SUBDIVISION PLAN STONY BROOK ACRES PREPARED FOR WILLIAM M. HRACYK AND ANNE M. DANIEWICZ SALEM TURNPIKE (RTE #82), CHERRY LANE AND NOBLE HILL ROAD MONTVILLE, CONNECTICUT. DATED APRIL 24, 1997, REVISED THROUGH 08/11/98 SCALE 1-=50', SHEET 2 OF 7. BY CHANDLER, PALMER AND KING. OESIGN- PERCOLATION RATE = 10 MINUTES/INCH 3 BEDROOM RESIDENCE REQUIRES 495 SF OF LEACHING AREA PROVIDE 2 — 83' (48" WIDE) TRENCHES EFFECTIVE LEACHING AREA = 498 SF PROVIDE A 1000 GALLON 2—COMPARTMENT TANK M.L.S.S. REQUIREC! = 28(HF) x 1.5(FF) x 1.2(PF) = 50.4 LF M.L.S.S. PROVIDE[ = 83 LF PREPARE AREA 01' PROPOSED SYSTEM AS FOLLOWS 1.) REMOVE AND STOCKPILE TOPSOIL. 2,) PLACE SELEC` FILL AS REQUIRED. 3.) EXCAVATE 4' 'WIDE TRENCHES AND PREPARE SURFACE, 4.) FILL TRENCHES WITH 1" WASHED STONE TO HEIGHT OF PIPE INVERTS PLACE PIPE IN TRENCH, AND FILL. TO 2" OVER TOP OF PIPE. 5.) CAP ENDS OF PIPES. 6.) PLACE A 4' WIDE STRIP OF NON—WOVEN FILTER FABRIC ON TOP OF THE ENTIRE LENGTH OF THE SYSTEM, AND BACKFILL WITH NATIVE MATERIAL. 7.) REPLACE TOPSOIL, SEED & MULCH. NOTES 1.) TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS, 2.) BASE FOR LEVELS: SUBDIVISION MAP. 3.) PROPOSED HGUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT. 4.) LOT AREA = 4.39f ACRES 5.) BENCHMARK TD BE SET IN AREA OF SEPTIC SYSTEM AT TIME OF CONSTRUCTION. SELECT FILL MATE31� "SELECT FILL MATERIAL" AND "SELECT BACKFILL MATERIAL", PLACED WITHIN AND ADJACENT TO PROPOSED LEACHING AREAS SHALL BE COMPRISED OF CLEAN SAND, OR SAND AND GRAVEL, FREE FROM ORGAMC MATTER AND FOREIGN SUBSTANCES. THE SELECT FILL MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY A PROFESSIONAL ENGINEER FOR USE WITHIN THE LEACHING AREA: 1. THE SELECT FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THE 3" SIEVE. 2, UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED ON THE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). 3. THE MATERIAL `HAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE ANALYSIS STARTED. 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: SIEVE SIZE PERCENT PASSING #4 100% #10 70%-100% #40 10%-50% (SEE NOTE BELOW) #100 0%-20% #200 0%-5% NOTE: PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%. ''HE RESPONSIBILITY FOR THE PREPARATION OF THE LEACHING AREA UTILIZING "SELECT MATERIAL" IS THAT OF THE LICENSED INSTALLER, THE INSTALLER SHALL TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING SOILS FROM OVERCOMPACTION AND SILTATION ONCE EXPOSED. LJ� P4 cd 0 w x W i.. N 0 N 00 0)00 N , 00( c0 00 00 00 00 c 0 LL s IL v N U w � r� 0 U E �8 U Cj) o .o O Z (D c� c woU W 0 , bA I� W bA O u a� .� A im. vi m w Z 0 0 CL 0 O 0 1 Q N t".' 0 w U w cn � 0 �.. 0 Z W W 0- L� z? (? z Ld 0LLJ LJ 0 Z C Lit Z Z V)� Ln <WLd IL �U Ld _ D U a L,J CL Z . _i tet- �> Lo .� V) � W � W � DATE: 11/28/2005 SCALE: 1 " = 30' V) W V) 0 0. /"'0 6c . W m w Z 0 Z CL m O 0 Q Q) w w cn 0 V) m Ln I �U W I O 0LLJ LJ 0 Z C Lit Z Q LL_ 0 Y 0 w 0 0 Lli n ao m a N U a� Q o co w cn m Ln I �U V I O 0LLJ CJ 0 Z C Lit Z o LJ LL_ w Y 0 w 0 Lli n ao m DATE: 11/28/2005 SCALE: 1 " = 30' SHEET 1 OF 1