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HomeMy WebLinkAboutPlanN/F FOOTING DRAIN RELOCATION JOHN & WERONIKA WALKIEWICZ USE 4" PVC - SDR35 N/F DANIEL VENTURA, SR. APPROXIMATE LOCATION OF EXISTING SHED EXISTING SEPTIC SYSTEM I TO BE REMOVED (TO BE ABANDONDED) IPIN jp REC. `'� 104 1 r to I 142Ep EXIST. FOOTING DRAIN TO BE RELOCATED TOP OF BANK N/F VIRGINIA VENTURA LIMITS OF INLAND WETLANDS (PER REFERENCE MAP) LIMITS OF WETLANDS REGULATED AREA INSTALL A CONTINUOUS LINE OF SILT FENCE (SEE DETAIL) LEG: EROSION AND SEDIMENT CONTROL PLAN: F.F. FIRST FLOOR ELEV. ELEVATION S.F. SQUARE FEET - - 103 - - EXISTING CONTOURS r iir3� PROPOSED CONTOURS i BUILDING SETBACK LINE ` TEST HOLE x 106.5 EXISTING SPOT ELEVATION 65°07135" W 03:9T N 2 SHED PROVIDE CLEANOUT AT EXIST. CONNECTION x 106.2 CONC. DECK EXISTING SEPTIC EXISTING TANK LOCATION IN -GROUND (SEE NOTE #6) POOL HOUSE LINE x 106.5 (FIRST FLOOR LEVEL) , 1 15LF-4► PVA / ; '" i ,'s, `'•� % . - `. i i :(SDR35) l x 105.7 10 J I SE 1,500 GAL 46LF-4"PVC Coll SEPTIC TANK (ASTM1785) ' E STING 4 BEDROOM (SEE DETAIL) ` ` I RESIDENCE F.F. EL=113.77 BASM T FL.= 105.42 (12) 27" GALLERY NITS (SEE D&A�L) / 50' \ L EXISTING � IIA 9� -1 C1 L PAVED DRIVE p i GUY / t , WIRE If/ 75 REC IPIN . S 70°18'2'5" E 73.0 `REC. ; a { % 2262 - , k i GREEN VALLEY DRIVE BENCBMARK A= 12017'12" SPIKE IN BL&P 2262 R= 277.67' ELEV.- 100.00 L= 59.54' (ASSUMED) SEPTIC SYSTEM INVERTS 0 - 102.50± CONNECT TO EXIST. PIPE Q2 - 100.95 INLET @ TANK Q - 100.70 OUTLET @ TANK - 100.50 INLET AT D -BOX - 98.50 BOTTOM OF UNITS CER �,,0- CO 1 V A F. LAWW0, ? tVAL o �// a DATE ocp EXIST. WELL 0 97007'08" R= 50.05' L= 84.83' N r-. s r` N 4' TEE PEE CROSS SECTION REC. FILTER FABRIC POST - COMPACTED BACKFILL--/ Al. ANGLE 100 UP SLOPE FOR STABILITY AND \�0 SELF CLEANING 1 SILT FENCE NOT TO SCALE NOT TO SCALE FILTER FABRIC PEA STONE OR SALT HAY 4" PIPE V STONE MULCHES APPLICATION RATE PER 1000 S.F. STRAW/HAY 70-90 lbs. WOOD CHIPS 185-275 lbs. PLANTING SCHEDULE: SEEDING DATES: APRIL 1------- JUNE 15 AUGUST 1------ SEPTEMBER 15 SEED MIXTURE: 45% RED FESCUE 45% KENTUCKY BLUE GRASS 10% PERENNIAL RYE NOTES FREE FROM WEEDS AND COARSE MATTER FREE OF COARSE MATTER AIR DRIED, TREAT WITH 121bs NITROGEN / TON TEST HOLE DATA TEST HOLE OBSERVATIONS PER UNCAS HEALTH DISTRICT 5/23/01 TH A-1 EROSION AND SEDIMENT CONTROL PLAN: V-52" FILL 1. CLEARING, GRUBBING, AND GRADING TO BE LIMITED TO THE 52"-68" TOPSOIL AREA OF THE PROPOSED SEPTIC SYSTEM. 68"-88" SUBSOIL 2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED. NO LEDGE 3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED WATER @70" WITH HAYBALES OR SILT FENCE. 4. ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES. i 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 ` 6. THE OCWNER WILL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL © MEASURES CONSTRUCTION. 7. DUST CONTROLOUGHOUT WILL BE ACCOMPLSHE BY SPRAYING WITH WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE. TEMPORARY VEGETATIVE COVER: FILTER FABRIC POST - COMPACTED BACKFILL--/ Al. ANGLE 100 UP SLOPE FOR STABILITY AND \�0 SELF CLEANING 1 SILT FENCE NOT TO SCALE NOT TO SCALE FILTER FABRIC PEA STONE OR SALT HAY 4" PIPE V STONE MULCHES APPLICATION RATE PER 1000 S.F. STRAW/HAY 70-90 lbs. WOOD CHIPS 185-275 lbs. PLANTING SCHEDULE: SEEDING DATES: APRIL 1------- JUNE 15 AUGUST 1------ SEPTEMBER 15 SEED MIXTURE: 45% RED FESCUE 45% KENTUCKY BLUE GRASS 10% PERENNIAL RYE NOTES FREE FROM WEEDS AND COARSE MATTER FREE OF COARSE MATTER AIR DRIED, TREAT WITH 121bs NITROGEN / TON TEST HOLE DATA TEST HOLE OBSERVATIONS PER UNCAS HEALTH DISTRICT 5/23/01 TH A-1 TH B-1 V-52" FILL 0"-52" FILL 52"-68" TOPSOIL 52"-63" TOPSOIL 68"-88" SUBSOIL 63"-100" TAN SUBSOIL NO LEDGE NO LEDGE WATER @70" WATER @71" NO MOTTLING NO MOTTLING 2X2 5/8 16 GA. WERE MESH 1 J M -r 4" PVC ELBOW (CUT FOR 4" OVERFLOW) er STANDARD D -BOX W/ELBOW NOT TO SCALE 1V -V KNOCKOUT INLET AND 1. REMOVE AND STOCKPILE TOPSOIL. OUTLET OPENINGS 0 WITHIN 8 FEET OF CENTER OF GALLERY UNITS, BOTH SIDES, , TIME A PERC TEST IS TO BE DONE IN THE NATURAL SOIL. t N 3. A REPRESENTATIVE OF THE UNCAS HEALTH DISTRICT IS TO 2" INSPECT THE EXCAVATED AREA PRIOR TO THE INSTALLATION STANDARD D -BOX W/ELBOW NOT TO SCALE CAST CONCRETE COVERS PLAN CAPACITIES A B C 1250 GAL 61" 51" 48" 1500 GAL 69" 59" 56" 4 x 4 12.6/12.6 GA. WIRE MESH 171/2" 6 x 6 6/6 GA. WIRE MESH .;: A Z" xMWIr ---- QLj CONTINUOUS HOT tY1 ASPHALT SEAL " SCHED. #40 CROSS SECTION 1250/1500 GALLON 2 COMPARTMENT SEPTIC TANK NOT TO SCALE u OUTLET FILTER DEVICE 1000 500 0 1000 GRAPHIC SCALE IN FEET DESIGN DATA: PERCOLATION RATE =10 MINANCH RATE 4 BEDROOM RESIDENCE REQUIRES 660 SF OF LEACHING AREA USE (12) - 27" HIGH GALLERY UNITS EFFECTIVE LEACHING AREA ---96 LF x 7.1 SF/LF = 681.6 SF USE A 1,500 GAL. 2 -COMPARTMENT TANK. 1V -V KNOCKOUT INLET AND 1. REMOVE AND STOCKPILE TOPSOIL. OUTLET OPENINGS 0 WITHIN 8 FEET OF CENTER OF GALLERY UNITS, BOTH SIDES, , TIME A PERC TEST IS TO BE DONE IN THE NATURAL SOIL. 3. A REPRESENTATIVE OF THE UNCAS HEALTH DISTRICT IS TO INSPECT THE EXCAVATED AREA PRIOR TO THE INSTALLATION OF SELECT FILL. 4. PLACE BANK RUN GRAVEL (LESS THAN 5% FINES) PLACED IN 6" LIFTS AND COMPACTED TO 95% DENSITY. 5. AFTER MATERIAL HAS BEEN COMPACTED IT MUST BE PERC tHE CAST CONCRETE COVERS PLAN CAPACITIES A B C 1250 GAL 61" 51" 48" 1500 GAL 69" 59" 56" 4 x 4 12.6/12.6 GA. WIRE MESH 171/2" 6 x 6 6/6 GA. WIRE MESH .;: A Z" xMWIr ---- QLj CONTINUOUS HOT tY1 ASPHALT SEAL " SCHED. #40 CROSS SECTION 1250/1500 GALLON 2 COMPARTMENT SEPTIC TANK NOT TO SCALE u OUTLET FILTER DEVICE 1000 500 0 1000 GRAPHIC SCALE IN FEET DESIGN DATA: PERCOLATION RATE =10 MINANCH RATE 4 BEDROOM RESIDENCE REQUIRES 660 SF OF LEACHING AREA USE (12) - 27" HIGH GALLERY UNITS EFFECTIVE LEACHING AREA ---96 LF x 7.1 SF/LF = 681.6 SF USE A 1,500 GAL. 2 -COMPARTMENT TANK. PREPARE AREA OF PROPOSED SYSTEM AS FOLLOWS: 1. REMOVE AND STOCKPILE TOPSOIL. 2. EXCAVATE AND REMOVE ALL UNSUITABLE FILL MATERIAL, WITHIN 8 FEET OF CENTER OF GALLERY UNITS, BOTH SIDES, TO A DEPTH OF ORIGINAL GRADE. (APPROX. 5FT) AT THIS TIME A PERC TEST IS TO BE DONE IN THE NATURAL SOIL. 3. A REPRESENTATIVE OF THE UNCAS HEALTH DISTRICT IS TO INSPECT THE EXCAVATED AREA PRIOR TO THE INSTALLATION OF SELECT FILL. 4. PLACE BANK RUN GRAVEL (LESS THAN 5% FINES) PLACED IN 6" LIFTS AND COMPACTED TO 95% DENSITY. 5. AFTER MATERIAL HAS BEEN COMPACTED IT MUST BE PERC tHE TESTED PRIOR TO THE INSTALLATION OF SYSTEM. 6. EXCAVATE 6' WIDE TRENCHES AND PREPARE SURFACE. 7. PLACE GALLERY UNITS IN TRENCH WITH ENDS BUTTED TOGETHER TO PROVIDE THE DESIRED LENGTH. 8. RUN PIPE THRU INLET END PLATE (PIPE DOES NOT EXTEND ENTIRE LENGTH OF SYSTEM) AND BACKFILL WITH V BROKEN STONE. 9. PLACE FILTER FABRIC ON TOP OF STONE OVER ENTIRE SYSTEM. 10. REPLACE TOPSOIL, SEED & MULCH. NOTES: 1. TOTAL LOT AREA: 27,3651 S.F., (0.63± ACRES). 2. TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING STANDARDS. 3. THE PROPOSED SEPTIC SYSTEM IS TO BE STAKED IN THE FIELD BY A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT. 4. BASE FOR LEVELS: ASSUMED. 5. PROPERTY IS SHOWN ON ASSESSORS MAP 60 - LOT 52. 6. EXISTING SEPTIC TANK TO BE ABANDONED IN ACCORDANCE WITH THE STATE OF CONNECTICUT BUILDING CODE. a 7. WELLS ON ADJACENT LOTS ARE GREATER THAN 75' FROM THE PROPOSED SYSTEM. REFERENCE MAP SITE PLAN & SEPTIC SYSTEM DESIGN PREPARED FOR MICHAEL COONEY D OT ASSESSOR MAP MAP 60, LOT 52,16 GEEN VALLEY DRIVE, OAKDALE, CONNECTICUT, 7/24/89, SCALE: 1 "=20', PREPARED (j/ BY KING & MULLEN. JUNIt 1 8 201`